HomeMy WebLinkAboutC-3150 - 24-inch Water Transmission Main Replacement in West Coast Highway1 NOTICE INVITING BIDS
Sealed Bids may be received at the office of the City Clerk,
3300 Newport Boulevard, Post Office Box 1768, Newport Beach, California 92658 -8915
until 2:00 p.m. on the 30th day of Jkly, ,1997,
at which time no more will be accepted for:
1 24 -INCH WATER TRANSMISSION MAIN REPLACEMENT
IN WEST COAST HIGHWAY AT NEWPORT BLVD.
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Title of Project
C -3150
Contract No.
$120,000
Engineer's Estimate
l�
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Approved by the Public Works Department
this 17th day of Jam, 1997
Pubhc Works Director
Prospective bidders may obtain one set of contract documents at no cost at
the office of the Public Works Department, 3300 Newport Boulevard,
Post Office Box 1768, Newport Beach, California 92658 -8915
For further information, call Michael J. Sinacori at (714) 644 -3342.
Project Manager
r
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
24 -INCH WATER TRANSMISSION MAIN REPLACEMENT
IN WEST COAST HIGHWAY AT NEWPORT BOULEVARD
CONTRACT NO. C -3150
IPROPOSAL
To the Honorable City Council
City of Newport Beach
3300 Newport Boulevard
P.O. Box 1768
Newport Beach, California 92663 -8915
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PI -a
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Gentlemen:
The undersigned declares that he has carefully examined the location of the
work, has read the Instructions to the Bidders, has examined the Plans and
Special Provisions, and hereby proposes to furnish all materials and shall
perform all work required to complete Contract No. C -3110 in accord with the
Plans and Special Provisions, and will take in full payment therefore the
following unit for the work, complete in to wit:
prices place,
NOTE: All applicable sales taxes, State and /or Federal, and any other special
taxes, patent rights or royalties shall be included in the prices quoted in this
proposal.
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SCHEDULE OF WORK ITEMS
ITEM APPROXIMATE UNIT TOTAL
NO. QUANTITY DESCRIPTION PRICE AMOUNT
1. Lump Sum Mobilization, demobilization and
cleanup for the lump sum price of
Dollars]
and
Cents L.S. $
Lump Sum
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ITEM APPROXIMATE
NO. QUANTITY
•
SCHEDULE OF WORK ITEMS
UNIT TOTAL
DESCRIPTION PRICE AMOUNT
2. 195 L.F.* Install City furnished 24 -inch CML &C
steel pipe complete in place for the
unit price of
4. Lump Sum Install connection to existing 24 -inch
CML &C steel pipe complete in place
for the lump sum price of
Dollars
and
Cents L.S. $ SbLb
Lump Sum
*24 -inch CML &C steel pipe has been purchased by the City of Newport Beach.
P1 -b
Dollars
and
Cents $ Z� c�0 $ 3�
Per Lineal Foot
3. 50 L.F. Furnish and install 12 -inch polyvinyl
chloride (PVC) pipe, Class 200 including
12" Butterfly valve complete in place
for unit price of
���
�h Dollars
and
Cents $ Z_GY� • oo $ I D LYY�
Per Lineal Foot
4. Lump Sum Install connection to existing 24 -inch
CML &C steel pipe complete in place
for the lump sum price of
Dollars
and
Cents L.S. $ SbLb
Lump Sum
*24 -inch CML &C steel pipe has been purchased by the City of Newport Beach.
P1 -b
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7. Lump Sum Provide traffic control for the project
for the lump sum price of
Dollars
and /
Cents L.S. $ �`c � - on Lump Sum
PI -c
SCHEDULE OF WORK ITEMS
ITEM
APPROXIMATE
UNIT TOTAL
NO.
QUANTITY
DESCRIPTION PRICE AMOUNT
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5.
(2� )
Install connections to existing 12 -inch
'
S .
ACP in West Coast Highway complete
in place for the urrit price of
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Dollars
and
Cents L.S. $°
Lump Sum
'
6.
Lump Sum
Pressure test, disinfect and flush new
24 -inch water main and 12 -inch water
main complete in place for the
'
lump sum price of
_— L
/JLl2�
i Dollars
and
Cents L.S.
Lump Sum
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7. Lump Sum Provide traffic control for the project
for the lump sum price of
Dollars
and /
Cents L.S. $ �`c � - on Lump Sum
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SCHEDULE OF WORK ITEMS
ITEM APPROXIMATE
NO. QUANTITY DESCRIPTION
UNIT TOTAL
PRICE AMOUNT
8. Lump Sum Excavation safety measures including
adequate sheeting, shoring and bracing
or equivalent methods for the
protection of the life and limb which
shall comply with applicable safety orders
for the lump sum price of
a Dollars
and
' Cents L.S.
Lump Sum
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9. Lump Sum Remove and replace existing curb,- gutter
and sidewalk complete in place for the
lump sum price of
Sllrt� Dollars
and
Cents L.S.
Lump Sum
10. Lump Sum- Protect in place or replace in kind
existing landscaping complete in place
for the lump sum price of
Dollars
and
Cents L.S.
Lump Sum
Pl -d
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I declare under penalty of perjury that all representation made above are true and
correct.*
*Effective January 1, 1990, Business and Professional Code Section 702.8.15
provides that any bid not containing the above requested information, or a bid
containing information which is subsequently proven false, shall I -='---'
non - responsive and shall be rejected. •
Bidder's Name Ti�IiII TY(lE%IA / � c- L�Ve7)C�7U�
Bidder's Address 464 sqkkr* kAJ4 4V6
FOnl:2::4AJ4 `2337
Bidder's Telephone
Contractor's License
—7 �/9 7
ate
P1 -e VO4)tK- - r&A4Tw6r1-A
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SCHEDULE OF WORK ITEMS
ITEM APPROXIMATE
UNIT
TOTAL
NO. QUANTITY
DESCRIPTION PRICE
AMOUNT
11. Lump Sum
Abandon in place or remove if
interfering, the existing 24 -inch water
main and fill with one sack cement s
'
slurry complete in place for the lump
sum price of
/ ,�tjereG�
Dollars
and
Lump Sum
Cents L.S. $�
'
TOTAL PRICE IN WRITTEN WORDS
(Bid Items 1 -11)
Dollars
'
and
Cents Total Price $
�-D ,
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I declare under penalty of perjury that all representation made above are true and
correct.*
*Effective January 1, 1990, Business and Professional Code Section 702.8.15
provides that any bid not containing the above requested information, or a bid
containing information which is subsequently proven false, shall I -='---'
non - responsive and shall be rejected. •
Bidder's Name Ti�IiII TY(lE%IA / � c- L�Ve7)C�7U�
Bidder's Address 464 sqkkr* kAJ4 4V6
FOnl:2::4AJ4 `2337
Bidder's Telephone
Contractor's License
—7 �/9 7
ate
P1 -e VO4)tK- - r&A4Tw6r1-A
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INSTRUCTIONS TO BIDDERS
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Page 2
The following documents shall be completed, executed and received by the City Clerk in
accordance with NOTICE INVITING BIDS:
PROPOSAL (Page 1)
INSTRUCTIONS TO BIDDERS (Page 2)
DESIGNATION OF SUBCONTRACTORS (Page 3)
BIDDER'S BOND (Page 4)
NON - COLLUSION AFFIDAVIT (Page 5)
TECHNICAL ABILITY AND EXPERIENCE REFERENCES (Page 6)
except that cash, certified check or cashier's check (sum not less than 10% of the total bid price)
may be received in lieu of the BIDDER'S BOND. The title of the project and the words "Sealed
Bid" shall be clearly marked on the outside of the envelope containing the documents.
The City of Newport Beach will not permit a substitute format for the Contract
Documents listed above. Bidders are advised to review their content with bonding and legal
agents prior to submission of bid.
BIDDER'S BOND shall be issued by an insurance organization or surety (1) currently
authorized by the Insurance Commissioner to transact business of insurance in the State of
California, and (2) listed as an acceptable surety in the latest revision of the Federal Register
Circular 570.
. The estimated quantities indicated in the PROPOSAL are approximate and are given
solely to allow the comparison of total bid prices.
Bids are to be computed upon the estimated quantities indicated in the PROPOSAL
multiplied by unit price submitted by the bidder. In the event of discrepancy between wording
and figures, bid wording shall prevail over bid figures. In the event of error in the multiplication
of estimated quantity by unit price, the correct multiplication will be computed and the bids
will be compared with correctly multiplied totals. The City shall not be held responsible for
bidder errors and omissions in the PROPOSAL.
The City of Newport Beach reserves the right to reject any or all bids and to waive any
minor irregularity or informality in such bids. Pursuant to Public Contract Code Section 22300,
at the request and expense of the Contractor, securities shall be permitted in substitution of
money withheld by the City to ensure performance under the contract. The securities shall be
deposited in a state or federal chartered bank in California, as the escrow agent.
In accordance with the California Labor Code (Sections 1770 et seq.), the Director of
Industrial Relations has ascertained the general prevailing rate of per diem wages in the locality
in which the work is to be performed for each craft, classification, or type of workman or
mechanic needed to execute the contract. A copy of said determination is available in the office
of the City Clerk. All parties to the contract shall be governed by all provisions of the
California Labor Code relating to prevailing wage rates (Sections 1770 -7981 inclusive).
' The Contractor shall be responsible for insuring compliance with provisions of Section
1777.5 of the Labor Code Apprenticeship requirements and Section 4100 et seq. of the Public
Contracts Code, "Subletting and Subcontracting Fair Practices Act."
' 5/97
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Page 2A
All documents shall bear signatures and titles of persons authorized to sign on behalf of
the bidder. For corporations, the signatures shall be of a corporate officer or an individual
authorized by the corporation. For partnerships, the signatures shall be of a general partner.
For sole ownership, the signature shall be of the owner.
01511 CI
Contractor's License No. & C Classification
Bidder
71 ?7b /97
Date
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Auth riz eEr Si-gn a it e
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DESIGNATION OF SUBCONTRACTOR(S)
State law requires the listing of all subcontractors who will perform work in an amount
in excess of one -half of one percent of the Contractor's total bid. If a subcontractor is not listed,
' the Contractor represents that he /she is fully qualified to and will be responsible for performing
that portion of the work. Substitution of subcontractors shall be made only in accordance with
state law and /or the Standard Specifications for Public Works Construction, as applicable.
' Pursuant to Public Contract Code Section 22300 appropriate securities may be
substituted for any monies to be withheld to endure performance under the Contract.
The Bidder, by signing this designation, certifies that bids from the following
subcontractors have been used in formulating the bid for the project and that these
subcontractors will be used subject to the approval of the Engineer and in accordance with state
law. No changes may be made in these subcontractors except with prior approval of the City
of Newport Beach.
Subcontract Work Subcontractor Address
1.
2.
3.
4.
' S.
6.
7.
8.
' 9.
10.
11.
12.
]A T- Vle) A) C&4-r'
Bidde
5197
'IR5 NATI" L SURETY
FIRST NATIONAL IN SU RANCECO. OF AMERICA
4333 Brooklyn Avenue N.E.
Seattle, WA 98105
BID BOND
KNOW ALL BY THESE PRESENTS, That we, TRAUTWEIN CONSTRUCTION
of FONTANA, CA (hereinafter called the Principal),
as Principal, and FIRST NATIONAL INSURANCE COMPANY OF AMERICA, of Seattle, Washington, a corporation duly
organized under the laws of the State of Washington as Surety, hereinafter called the Surety, are held and firmly bound unto
CITY OF NEWPORT BEACH
(hereinafter called the Obligee) in the penal sum of
TEN PERCENT OF THE AMOUNT BID Dollars ($ 10% )
for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and
assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, That Whereas, the Principal has submitted or is about to submit
a proposal to the Obligee on a contract for
24 INCH WATER TRANSMISSION MAIN REPLACEMENT IN WEST COAST HWY AT
NEWPORT BLVD.
NOW, THEREFORE, If the said Contract be timely awarded to the Principal and the Principal shall, within such time as
may be specified, enter into the contract in writing, and give bond, if bond is required, with surety acceptable to the Obligee
for the faithful performance of the said Contract, then this obligation shall be void; otherwise to remain in full force and
effect.
Signed and sealed this 25th day of JULY 19 97
TRAUTWEIN CONSTRUCTION (Seal)
Principal
Witness xx
Title
FIRST NATIONAL INSURANCE COMPANY OF AMERICA
By
MICHAEL b. T C Attor -Fact
5- 32081EP 7/94
STATE OF
COUNTY OF
CALIFORNIA
RIVERSIDE
I SS.
On h 4zi , before me, ROSEMARY STANDLEY
PERSONALLY APPEARED
MICHAEL D. STONG
personally known to me (or proved to me on the basis of
satisfactory evidence) to be the person(s) whose name(s)
is /are subscribed to the within instrument and acknowl-
edged to me that he /she /they executed the same in his/
her /their authorized capacity(ies), and that by his /her/
their signature(s) on the instrument the person(s), or the
entity upon behalf of which the person(s) acted, executed
the instrument.
WITNESS my hand and official seal.
Signature
OPTIONAL
o.c.o�.ru
ROSEMARYSTANDLEY
COMM. #1090462 n
6 . .NOTARY PUBLIC CALIFORNIA m
( RIVERSIDE COUNTY h
MyMy Comm
This area far Official Notarial Seal
Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent
fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER
❑ INDIVIDUAL
❑ CORPORATE OFFICER
TITLES)
❑ PARTNER(S) ❑ LIMITED
❑ GENERAL
ATTORNEY -IN -FACT
TRUSTEE(S)
❑ GUARDIAN /CONSERVATOR
❑ OTHER:
SIGNER IS REPRESENTING:
NAME OF PERSON(S) OR ENTITY(IES)
DESCRIPTION OF ATTACHED DOCUMENT
TITLE OR TYPE OF DOCUMENT
NUMBER OF PAGES
DATE OF DOCUMENT
SIGNER(S) OTHER THAN NAMED ABOVE
rD -081 Rev. 6/94 ALL- PURPOSE ACKNOWLEDGEMENT
— POWER OF
ATTORNEY
4333 Brooklyn Avenue N.E.
Seattle, W A 98105
KNOW ALL BY THESE PRESENTS:
0
FIRST NATIONAL INSURANCE COMPANY OF AMERICA
4333 BROOKLYN AVE NE
SEATTLE. WASHINGTON 98105
No.
M-
That FIRST NATIONAL INSURANCE COMPANY OF AMERICA, a Washington corporation, does hereby appoint
MMMYYYmIIeexmmm xukkm Mee -Km K"NMICHAEL D. STONG; Riverside, California ••x ......................a
its true and lawful attorneys) -in -fact, with full authority to execute on behalf of the company fidelity and surety bonds or undertakings
and other documents of a similar character issued by the company in the course of its business, and to bind FIRST NATIONAL
INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duly executed by its regularly elected officers at
its home office.
IN WITNESS WHEREOF, FIRST NATIONAL INSURANCE COMPANY OF AMERICA has executed and attested these presents
this
CERTIFICATE
day of
Extract from the By -Laws of FIRST NATIONAL INSURANCE COMPANY OF AMERICA:
19 96
"Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President. any Vice President, the Secretary, and any Assistant Vice
President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as
attorneys -in - fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and
other documents of similar character issued by the company in the course of its business . On any instrument making or evidencing
such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking
of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided. however,
That the seal shall not be necessary to the validity of any Such instrument or undertaking."
Extract from a Resolution of the Board of Directors of
FIRST NATIONAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970
"On any certificate executed by the Secretary or an assistant secretary of the Company setting out,
(i) The provisions of Article V. Section 13 of the By -Laws, and
(ii) A copy of the power -of - attorney appointment. executed pursuant thereto, and
(Iii) Certifying that said power -of- attorney appointment is in full force and effect,
The signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof."
1, R. A. Pierson, Secretary of FIRST NATIONAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of
the By -Laws and of a Resolution of the Board of Directors of this corporation, and of a Power of Attorney issued pursuant thereto,
are true and correct, and that both the By -Laws. the Resolution and the Power of Attorney are still in full force and effect.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation J
This day of
S- 1049/EP 11/95
P
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Fage4
We, the tmdusigned Pr"al and Surety, 9= mccessors and assigns, execuiom heres
and adunnistratom agree to be jointly and severally held and firmly bound to the City of
K� PortBeadb zcjwz6erdt}, in *i - p6neipW sum of TEN PERCENT OF THE AMT. BID
dollars ($ 10% OF BID j, to be paid and forfeited to the city of Newport aeact if the hid
nrnnncal "inf tl a'lsm��rsed Prineivat for the comae ction of the 24-INCH WATER
City of lire of Nm —port Beads and tiro proposed contract is awarded to the
Prinapal, and tine f'rincipa] LOS to duly enter into and execute the Contmet Domments for the
Cronstrvctton Of the lit t w form mquised within tcn (10) Jaya (not indudis g Sabm%Ld y,
Sunday, and fed hnNdays) after the date of the m dit of Notice of Award; odumwim this
obligation arid] become reaIl and void.
]f the andersigned P=wVal execalvig this Bond is executing this Bond as an individual.
it is agreed that the death of any mxh Yrin<ipal shall net exonerate +lire surety from its
obKgatiom em fe this Band.
W-AnM our hanris 30TH day of JULY 2997
TRAUTWEIN CONSTRUCTION
Pant Nai�itle �i�•C -�—
s,97
FIRST NAATTIONAL INSURANCE COMPANY OF AMERICA
Signatare�•
MICHAEL D. STONG, ATTORNEY -IN -FACT
Priut Name & Title
(Notary acbamw+ledgment of Pctacipa] & Surety must be attached)
TOTAL P.O1
4
STATE OF _
COUNTY OF
CALIFORNIA
RIVERSIDE
I SS.
On iC� before me, ROSEMARY STANDLEY
PERSONALLY APPEARED
MICHAEL D. STONG
personally known to me (or proved to me on the basis of
satisfactory evidence) to be the person(s) whose name(s)
is /are subscribed to the within instrument and acknowl-
edged to me that he /she /they executed the same in his/
her /their authorized capacity(ies), and that by his /her/
their signature(s) on the instrument the person(s), or the
entity upon behalf of which the person(s) acted, executed
the instrument.
WITNESS my hand and official seal.
Signature
OPTIONAL
--. <, ROSEMARY S7ANOLEY
N � #5090462
¢ 'mss ' NOTARY COMM. M. # 1
� CALIFORNIA Co
` RIVERSIDE COUNTY
icy My Comm. E*r" Juw t. 200
This areafor Official Notarial Seal
Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent
fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER
❑ INDIVIDUAL
❑ CORPORATE OFFICER
TIT�E(S)
❑ PARTNER(S) ❑ LIMITED
❑ GENERAL
ATTORNEY -IN -FACT
TRUSTEE(S)
❑ GUARDIAN /CONSERVATOR
❑ OTHER:
SIGNER IS REPRESENTING:
NAME OF PERSON(S) OR ENTITY II ES)
DESCRIPTION OF ATTACHED DOCUMENT
TITLE OR TYPE OF DOCUMENT
NUMBER OF PAGES
DATE OF DOCUMENT
SIGNER(S) OTHER THAN NAMED ABOVE
I°'ae' Re". 6/94 ALL- PURPOSE ACKNOWLEDGEMENT
.41 • , 0 0
Y e , e POWER OF FIRST NATIONAL INSURANCE COMPANY OF AMERICA
ATTORNEY 4333 BROOKLYN AVE NE
SEATTLE. WASHINGTON 99105
4333 Brooklyn Avenue N.E.
Seattle, W A 98105 No. 6966
KNOW ALL BY THESE PRESENTS:
That FIRST NATIONAL INSURANCE COMPANY OF AMERICA, a Washington corporation, does hereby appoint
NYYYYY. 0Y9Y0Y9 YYNY.YYYYNYYYYY MICHAEL D. STDNG; Riverside, California•YY.NY NYYNMMXYXYYNYMYYYYXY
its true and lawful attorneys) -in -fact, with full authority to execute on behalf of the company fidelity and surety bonds or undertakings
and other documents of a similar character issued by the company in the course of its business, and to bind FIRST NATIONAL
INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duly executed by its regularly elected officers at
its home office.
IN WITNESS WHEREOF. FIRST NATIONAL INSURANCE COMPANY OF AMERICA has executed and attested These presents
this 7th day of February , 19 95
CERTIFICATE
Extract from the By-Laws of FIRST NATIONAL INSURANCE COMPANY OF AMERICA:
"Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary. and any Assistant Vice
President appointed for that purpose by the officer in charge of surety Operations, shall each have authority to appoint individuals as
attorneys -in -tact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and
other documents of similar character issued by the company in the course of its business ... On any instrument making or evidencing
such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking
of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced: provided, however,
that the seal shall not be necessary to the validity of any such instrument or undertaking:"
Extract from a Resolution Of the Board of Directors of
FIRST NATIONAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970.
"On any certificate executed by the Secretary or an assistant secretary of the Company setting OUT.
(i) The provisions of Article V, Section 13 of the By -Laws, and
(ii) A copy of the power -of - allorney appointment. executed pursuant thereto. and
(iii) Certifying that said power -of- attorney appointment is in full force and effect.
the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof."
I, R. A. Pierson. Secretary of FIRST NATIONAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of
the By -Laws and of a Resolution of the Board of Directors of this corporation, and of a Power of Attorney issued pursuant thereto.
are true and correct, and that both the By -Laws. the Resolution and the Power of Attorney are stilt in full force and effect.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation
1t t��
this ' 1 day of J 19
5- 1049/EP 11195
CALIFORNIA ALL -PURPA ACKNOWLEDGMENT
State of (41J6& A4
County of !J /
On � 0 17 before me, ^� 91j LigMIJ�I/
Date Na a and TIOe of Office,-(e.g I -Jade Doe. ! otary Publlo
personally appeared a� T�U Z"jV6eds)
/ I — Narno(s) of Signegsl
-. personally known to me – OR – . proved to me on the basis of satisfactory evidence to be the person(s)
whose name(s) is /are subscribed to the within instrument
and acknowledged to me that he /she /they executed the
same in his /her /their authorized capacity(ies), and that by
his /her /their signature(s) on the instrument the person(s),
. .aaaeeneaoeeeeeoean.ne....os..� or the entity upon behalf of which the person(s) acted,
Z BRIAN ESHLEMAN y executed the instrument.
ti COMM.11052830 S
`^ NOTARY M LIGCALIFORNIA
F' ; ` SAN BERNARDINO COUNTY r WITNESS my hand and official seal.
O
My Comm. EXP. Mar. 5, 1999
OOOOOOOOOOOOOO .00...OY00000.0000 �/��
I Signolary " Pub \_
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent
fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Date:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer(s)
Signer's Name:
Individual
Corporate Officer
Title(s):
- Partner — : Limited 7 General
Attorney -In -Fact
Trustee
Guardian or Conservator
Other; I Top of thumb here
Signer Is Representing:
Number of Pages:
Signer's Name:
Individual
Corporate Officer
Title(s):
Partner — _. Limited General
Attorney -in -Fact
Trustee
Guardian or Conservator
Other:
Signer Is Representing:
I
0 1995 National Notary Association • 8236 Remmet Ave. PO. Box 7184 • Canoga Park, CA 913097184^ Prod. No 5907 Redder: Call Toll Free 1 8CO -B]6 -682]
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BIDDER'S BOND
We, the undersigned Principal and Surety, our successors and assigns, executors, heirs
and administrators, agree to be jointly and severally held and firmly bound to the City of
Newport Beach, a charter city, in the principal sum of
dollars ($ ), to be paid and forfeited to the City of Newport Beach if the bid
proposal of the undersigned Principal for the construction of the 24 -INCH WATER
BOULEVARD, CONTRACT NO. C -3150 project in the City of Newport Beach, is accepted by
the City Council of the City of Newport Beach and the proposed contract is awarded to the
Principal, and the Principal fails to duly enter into and execute the Contract Documents for the
construction of the project in the form required within ten (10) days (not including Saturday,
Sunday, and federal holidays) after the date of the mailing of Notice of Award; otherwise this
obligation shall become null and void.
If the undersigned Principal executing this Bond is executing this Bond as an individual,
it is agreed that the death of any such Principal shall not exonerate the Surety from its
obligations under this Bond.
Witness our hands this day of 19_.
Principal
Authorized Signature
Print Name & Title
1 1117
Surety
Authorized Signature
Print Name & Title
Signature of Attorney in -fact
(Notary acknowledgment of Principal & Surety must be attached)
Page 5
NON - COLLUSION AFFIDAVIT
State of California )
ss.
County ofrnl
' r-�1/J being first duly sworn, deposes and says that he or she is
of - T-QAUT w4r J C46 f the party making the
foregoing bid; that the bid is n t made in the interest of, or on behalf of, any undisclosed
person, partnership, company, association, organization, or corporation; that the bid is genuine
and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any
other bidder to put in a false or sham bid, and has not directly or indirectly colluded,
conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that
anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly,
sought by agreement, communication, or conference with anyone to fix the bid price of the
bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of
that of any other bidder, or to secure any advantage against the public body awarding the
contract of anyone interested in the proposed contract; that all statements contained in the bid
are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid
price or any breakdown thereof, or the contents thereof, or divulged information or data relative
thereto, or paid, and will not pay, any fee to any corporation, partnership, company
association, organization, bid depository, or to any member or agent thereof to effectuate a
' collusive or sham bid.
I declare under penalty of perjury of the laws of the State of California that the foregoing
is true and correct.
Bidder Authorized Signatuia,7itle
Subscribed and sworn to before me this ' day of 19°1%.
1 & - -
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My Commission Expires: 3 S/I
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Page 6
' TECHNICAL ABILITY AND EXPERIENCE REFERENCES
The undersigned submits herewith a statement of the work of similar character to that
' proposed herein which he /she has performed and successfully completed.
Year For Whom Person Telephone
Completed Performed (Detail) To Contact Number
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NOTICE TO SUCCESSFUL BIDDER
Page 7
The following Contract Documents shall be executed and delivered to the Engineer
within ten (10) days (not including Saturday, Sunday and federal holidays) after the date of
mailing Notice of Award to the successful bidder:
LABOR AND MATERIALS PAYMENT BOND (Page 8)
FAITHFUL PERFORMANCE BOND (Page 9)
CERTIFICATE OF INSURANCE (Page 10)
GENERAL LIABILITY INSURANCE ENDORSEMENT (Page 11)
AUTOMOBILE LIABILITY INSURANCE ENDORSEMENT (Page 12)
CONTRACT (Page 13)
The City of Newport Beach will not permit a substitute format for these Contract
' Documents. Bidders are advised to review their content with bonding, insuring and legal agents
prior to submission of bid.
' The Labor and Materials Payment Bond and Faithful Performance Bond shall be issued
by an insurance organization or surety (1) currently authorized by the Insurance Commissioner
to transact business of insurance in the State of California, and (2) listed as an acceptable
surety in the latest revision of the Federal Register Circular 570.
Pursuant to Public Contract Code Section 22300, appropriate securities may be
substituted for any monies to be withheld to ensure performance under the Contract
' Insurance companies affording coverage shall be (1) currently authorized by the
Insurance Commissioner to transact business of insurance in the State of California, and (2)
' assigned Policyholders' Rating A (or higher) and Financial Size Category Class VII (or larger) in
accordance with the latest edition of Best's Key Rating Guide: Property- Casualty. Coverages
shall be provided as specified in the Standard Specifications for Public Works Construction,
except as modified by the Special Provisions.
I
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1 • •
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Page 8
BOND NO.
LABOR AND MATERIALS PAYMENT BOND
WHEREAS, the City Council of the City of Newport Beach, State of California, by
motion adopted has awarded to
hereinafter designated as the "Principal," a contract for the 24 -INCH WATER
TRANSMISSION MAIN REPLACEMENT IN WEST COAST HIGHWAY AT NEWPORT
BOULEVARD, CONTRACT NO. C -3150 in the City of Newport Beach, in strict conformity
with the plans, drawings, specifications and other Contract Documents in the office of the
Public Works Department of the City of Newport Beach, all of which are incorporated herein by
this reference.
' WHEREAS, Principal has executed or is about to execute Contract No. C -3150 and the
terms thereof require the furnishing of a bond, providing that if Principal or any of Principal's
subcontractors, shall fail to pay for any materials, provisions, or other supplies used in, upon,
' for, or about the performance of the work agreed to be done, or for any work or labor done
thereon of any kind, the Surety on this bond will pay the same to the extent hereinafter set
forth:
' NOW, THEREFORE, we the undersigned Principal, and,
duly authorized to transact business under the laws of the State
of California, as Surety, (referred to herein as "Surety ") are held firmly bound unto the City of
Newport Beach, in the sum of Dollars
($ ), lawful money of the United States of America, said sum being equal to 100%
of the estimated amount payable by the City of Newport Beach under the terms of the
Contract; for which payment well and truly to be made, we bind ourselves, our heirs, executors
and administrators, successors, or assigns, jointly and severally, firmly by these present.
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal or the
' Principal's subcontractors, fail to pay for any materials, provisions, or other supplies,
implements or machinery used in, upon, for, or about the performance of the work contracted to
be done, or for any other work or labor thereon of any kind, or for amounts due under the
Unemployment Insurance Code with respect to such work or labor, or for any amounts required
to be deducted, withheld and paid over to the Employment Development Department from the
wages of employees of the Principal and subcontractors pursuant to Section 13020 of the
Unemployment Insurance Code with respect to such work and labor, then the Surety will pay
for the same, in an amount not exceeding the sum specified in this Bond, and also, in case suit is
brought to enforce the obligations of this Bond, a reasonable attorney's fee, to be fixed by the
Court as required by the provisions of Section 3250 of the Civil Code of the State of California.
' The Bond shall inure to the benefit of any and all persons, companies, and corporations
entitled to file claims under Section 3181 of the California Civil Code so as to give a right of
' action to them or their assigns in any suit brought upon this Bond, as required by and in
accordance with the provisions of Sections 3247 et. seq. of the Civil Code of the State of
California.
' And Surety, for value received, hereby stipulates and agrees that no change, extension of
time, alterations or additions to the terms of the Contract or to the work to be performed
thereunder or the specifications accompanying the same shall in any wise affect its obligations
on this Bond, and it does hereby waive notice of any such change, extension of time, alterations
or additions to the terms of the Contract or to the work or to the specifications.
'1197
Ll
9
In the event that any principal above named executed this Bond as an individual, it is
agreed that the death of any such principal shall not exonerate the Surety from its obligations
under this Bond.
IN WITNESS WHEREOF, this instrument has been duly executed by the above named
Principal and Surety, on the day of , 19_
Name of Contractor (Principal)
Name of Surety
Address of Surety
Authorized Signature
Print Name & Title
Authorized Agent Signature
Print Name & Title
Telephone
NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE
ATTACHED
5/97
0 9
Page 9
BOND NO.
' FAITHFUL PERFORMANCE BOND
' WHEREAS, the City Council of the City of Newport Beach, State of California, by
motion adopted has awarded to
hereinafter designated as the "Principal ", a contract for 24 -INCH WATER TRANSMISSION
MAIN REPLACEMENT IN WEST COAST HIGHWAY AT NEWPORT BOULEVARD,
CONTRACT NO. C -3150 in the City of Newport Beach, in strict conformity with the plans,
drawings, specifications, and other Contract Documents maintained in the Public Works
' Department of the City of Newport Beach, all of which are incorporated herein by this
reference.
WHEREAS, Principal has executed or is about to execute Contract No. C -3150 and the
terms thereof require the furnishing of a Bond for the faithful performance of the Contract;
NOW, THEREFORE, we, the Principal, and
' duly authorized to transact business under the laws of the State of
California as Surety (hereinafter "Surety"), are held and firmly bound unto the City of Newport
Beach, in the sum of
Dollars ($ ), lawful money of the United States of America, said sum being equal to
' 100% of the estimated amount of the Contract, to be paid to the City of Newport Beach, its
successors, and assigns; for which payment well and truly to be made, we bind ourselves, our
heirs, executors and administrators, successors, or assigns, jointly and severally, firmly by these
' present.
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal, or the
' Principal's heirs, executors, administrators, successors, or assigns, fail to abide by, and well
and truly keep and perform any or all the work, covenants, conditions, and agreements in the
Contract Documents and any alteration thereof made as therein provided on its part, to be kept
and performed at the time and in the manner therein specified, and in all respects according to
' its true intent and meaning, or fails to indemnify, defend, and save harmless the City of
Newport Beach, its officers, employees and agents, as therein stipulated, then, Surety will
faithfully perform the same, in an amount not exceeding the sum specified in this Bond;
' otherwise this obligation shall become null and void.
As a part of the obligation secured hereby, and in addition to the face amount specified
in this Performance Bond, there shall be included costs and reasonable expenses and fees,
' including reasonable attorneys fees, incurred by the City, only in the event the City is required to
bring an action in law or equity against Surety to enforce the obligations of this Bond.
Surety, for value received, stipulates and agrees that no change, extension of time,
alterations or additions to the terms of the Contract or to the work to be performed thereunder
or to the specifications accompanying the same shall in any way affect its obligations on this
' Bond, and it does hereby waive notice of any such change, extension of time, alterations or
additions of the Contract or to the work or to the specifications.
This Faithful Performance Bond shall be extended and maintained by the Principal in
full force and effect for six (6) months following the date of formal acceptance of the Project by
the City.
5/9"1
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Page 9A
In the event that the Principal executed this Bond as an individual, it is agreed that the
death of any such Principal shall not exonerate the Surety from its obligations under this Bond.
IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and
Surety above named, on the day of , 19_.
Name of Contractor (Principal)
Name of Surety
Address of Surety
Authorized Signature
Print Name & Title
Authorized Agent Signature
Print Name & Title
Telephone
NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE
ATTACHED
5/97
PRODUCER
COMPANIES AFFORDING COVERAGE
COMPANY A
LETTER
COMPANY B
LETTER
INSURED
COMPANY C
LETTER
COMPANY D
LETTER
COMPANY E
LETTER
THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE
TERMS, EXCLUSIONS, AND CONDITIONS OF SUCH POLICIES AND IS NOT AMENDED, EXTENDED OR ALTERED BY THIS CERTIFICATE.
POLICY
EFFECTIVE
EXPIRATION
TYPE OF INSURANCE
NUMBER
DATE
DATE
ALL LIMITS IN THOUSANDS
GENERAL LIABILITY
(OCCURENCE BASIS ONLY)
GENERAL AGGREGATE
$
COMMERCIAL
PRODUCTS /COMPLETED
$
COMPREHENSIVE
OPERATIONS AGGREGATE
OWNERS &CONTRACTORS
PROTECTIVE
PERSONAL INJURY
$
CONTRACTUAL FOR SPECIFIC
CONTRACT
PRODUCTS /COMPLETED OPERATION
EACH OCCURENCE
$
XCU HAZARDS
BROAD FORM PROPERTY DAMAGE
SEVERABILITY OF INTEREST CLAUSE
FIRE DA
$
(ANYONE E FIRE) RE)
P. I. WITH EMPLOYEE EXCLUSION
MEDICAL EXPENSES
$
REMOVED
MARINE
(ANY ONE PERSON)
AUTOMOBILE LIABILITY
COMBINED
SINGLE LIMIT
$
ANY AUTO
BODILY INJURY
$
ALL OWNED AUTOS
(PER PERSON)
SCHEDULED AUTOS
BODILY INJURY
$
HIRED AUTOS
(PER ACCIDENT)
NON -OWNED AUTOS
PROPERTY
$
GARAGE LIABILITY
DAMAGE
EXCESS LIABILITY
EACH
AGGREGATE
OCCURE NCE
UMBRELLA FORM
OTHER THAN UMBRELLA FORM
- -
$
$
STATUTORY
—
WORKERS' COMPENSATION
$
EACH ACCIDENT
&
$
DISEASE - POLICY LIMIT
EMPLOYERS' LIABILITY
$
DISEASE -EACH EMPLOYEE
OTHER
DESCRIPTION OF OPERATIONSA. OCATIONSNEHICLES /RESTRICTIONS/SPECIAL ITEMS: ALL OPERATIONS PERFORMED FOR THE CITY OF
NEWPORT BEACH BY OR ON BEHALF OF THE NAMED INSURED IN CONNECTION WITH, BUT NOT LIMITED TO THE FOLLOWING CONTRACT:
24 -Inch Water Transmission Main Replacement in West Coast Highway at Newport Blvd., Contract C -3150
PROJECT TITLE AND CONTRACT NUMBER
g p
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE NON - RENEWED, CANCELLED OR
Y OF NEWPORT BEACH
COVERAGE REDUCED BEFORE THE EXPIRATION DATE THE CCOVERAGE
BOX 1768
SHALL PROVIDE 30 DAYS MINIMUM ADVANCE NOTICE TO THE CITY OF
0 NEWPORT BOULEVARD
[Al'I'ENTION:
NEWPORT BEACH BY FIRST CLASS MAIL.
WPORT BEACH, CALIFORNIA 92658 -8915
—
ABTHORIZEDREPRESENTATIVE ISSUE DATE
1 • 9
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GENERAL LIABILITY INSURANCE ENDORSEMENT
It is agreed that:
Page 11
With respect to such insurance as is afforded by the policy for General Liability, the City
of Newport Beach, its officers and employees are additional insureds, but only with
respect to liability arising out of operations performed by or on behalf of the named
insureds in connection with the contract designated below or acts and omissions of the
additional insureds in connection with its general supervision of such operations. The
insurance afforded said additional insured(s) shall apply as primary insurance and no
other insurance maintained by the City of Newport Beach shall be called upon to
contribute with insurance provided by this policy.
1 5,9,
2.
The policy includes the following provision:
"The
insurance afforded by the policy applies separately to each
insured against whom claim is made or suit is brought, except
with respect to the limits of liability of the company affording
'
coverage.
3.
The insurance afforded by the policy for Contractual Liability Insurance (subject to the
terms, conditions and exclusions applicable to such insurance) includes liability
assumed by the named insured under the indemnification or hold harmless provision
contained in the written contract designated below, between the named insured and the
'
City of Newport Beach.
4.
With respect to such insurance as is afforded by this policy, the exclusions, if any,
'
pertaining to the explosion hazard, collapse hazard and underground property hazard
(commonly referred to as "XCU" hazards) are deleted.
5.
The limits of liability under this endorsement for the additional insured(s) named in
'
Paragraph 1 of this endorsement shall be the limits indicated below written on an
"Occurrence" basis:
'
( ) Commercial ( ) Comprehensive
General Liability $ 2,000,000 each occurrence
'
$ 2,000,000 aggregate
The applicable limit of Contractual Liability for the company affording coverage shall be
reduced by any amount paid as damages under this endorsement in behalf of the
'
additional insured(s).
The limits of liability as stated in this endorsement shall not increase the total liability of
'
the company affording coverage for all damages as the result of any one occurrence in
excess of the limits of liability stated in the policy as applicable to General Liability
Insurance.
b.
Should the policy be non - renewed, canceled or coverage reduced before the expiration
date thereof, the Issuing Company shall provide 30 days' advance notice to the City of
'
Newport Beach by registered mail, Attention: Public Works Department.
1 5,9,
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Page 11A
24 -INCH WATER TRANSMISSION MAIN REPLACEMENT
7. Designated Contract: IN WEST COAST HIGHWAY AT NEWPORT BLVD., C -3150
Proiect Title and Contract No.
This endorsement is effective
No. of_
Affording Coverage).
Insured:
ISSUING COMPANY
By:
Authorized Representative
5/97
at 12:01 a.m. and forms a part of Policy
(Company
Endorsement No.:
1 • 0
1 Page 12
' AUTOMOBILE LIABILITY INSURANCE ENDORSEMENT
It is agreed that:
1. With respect to such insurance as is afforded by the policy for Automobile Liability, the
City of Newport Beach, its officers and employees are additional insureds, but only
with respect to liability for damages arising out of the ownership, maintenance or use of
' automobiles (or autos) used by or on behalf of the named insured in connection with the
Contract designated below. The insurance extended by this endorsement to said
additional insured does not apply to bodily injury or property damage arising out of
automobiles (1) owned by or registered in the name of an additional insured, or (2)
leased or rented by an additional insured, or (3) operated by an additional insured. The
insurance afforded said additional insured(s) shall apply as primary insurance and no
other insurance maintained by the City of Newport Beach shall be called upon to
contribute with insurance provided by this policy.
2. The policy includes the following provision:
1 "The insurance afforded by the policy applies separately to each
insured who is seeking coverage or against whom a claim is made
or suit is brought, except with respect to the limits of liability of
' the company affording coverage."
3. The limits of liability under this endorsement for the additional insureds named in
' Paragraph 1 of this endorsement shall be the limits indicated below for either Multiple
Limits or Single Limit:
' ( ) Multiple limits
Bodily Injury Liability $ 1,000,000 per person
1 Bodily Injury Liability $ 1,000,000 per accident
Property Damage Liability $ 1,000,000
' ( ) Combined Single Limit
Bodily Injury Liability &
Property Damage Liability $ 1,000,000
The limits of liability as stated in this endorsement shall not increase the total liability of
the company affording coverage for all damages as the result of any one accident or
occurrence in excess of the limits of liability stated in the policy as applicable to
Automobile Liability Insurance.
4. Should the policy be non - renewed, canceled or coverage reduced before the expiration
date thereof, the Issuing Company shall provide 30 days' advance notice to the City of
Newport Beach by registered mail, Attention: Public Works Department.
1
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24 -INCH WATER TRANSMISSION MAIN REPLACEMENT
5. Designated Contract: IN WEST COAST HIGHWAY AT NEWPORT BLVD., C -3150
Project Title and Contract No.
This endorsement is effective
No. of
Insured:
ISSUING COMPANY
By:
Authorized Representative
5197
at 12:01 a.m. and forms a part of Policy
(Company Affording Coverage).
Endorsement No.:
'CONTRACT Page 13
' THIS AGREEMENT, entered into this day of 19_, by and
between the CITY OF NEWPORT BEACH, hereinafter "City," and
hereinafter "Contractor," is made with reference to the following facts:
' A. WHEREAS, City has advertised for bids for the following described public
work:
24 -INCH WATER TRANSMISSION MAIN REPLACEMENT
IN WEST COAST HIGHWAY AT NEWPORT BLVD. ( "Project ") C -3150
Project Description Contract No.
B. WHEREAS, Contractor has been determined by City to be the lowest
responsible bidder and Contractor's bid, and the compensation set forth in this Contract, is
based upon Contractor's careful examination of all Contract documents, plans and specifi-
cations.
NOW, THEREFORE, City and Contractor agree as follows:
'
1. CONTRACT DOCUMENTS The complete Contract for the Project includes all
of the following documents: Notice Inviting Bids, Instructions to Bidders,
Proposal, Bidder's Bond, Non - Collusion Affidavit, Faithful Performance Bond,
'
Labor and Materials Payment Bond, Permits, General Conditions, Standard
Plans and Standard Special Provisions, Plans and Special Provisions for
Contract No. C -3150 , Standard Specifications for Public Works Construction
(current edition) and all supplements and this Agreement, and all modifications
'
and amendments thereto (collectively the "Contract Documents "). The Contract
Documents comprise the sole agreement between the parties as to the subject
matter therein. Any representations or agreements not specifically contained in
the Contract Documents are null and void. Any amendments must be made in
writing, and signed by both parties in the manner specified in the Contract
Documents.
t2.
SCOPE OF WORK Contractor shall perform everything required to be
performed, and shall provide and furnish all the labor, materials, necessary
tools, expendable equipment and all utility and transportation services required
'
for the Project:
All of the work to be performed and materials to be furnished shall be in strict
'
accordance with the provisions of the Contract Documents. Contractor is
required to perform all activities, at no extra cost to City which are reasonably
inferable from the Contract Documents as being necessary to produce the
'
intended results.
3. As full compensation for the performance and completion of the Project as
required by the Contract Documents, City shall pay to Contractor and
'
Contractor accepts as full payment the sum of
Dollars ($ ).
11
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Page 14
This compensation includes:
t(a) Any loss or damage arising from the nature of the work,
(b) Any loss or damage arising from any unforeseen difficulties or
' obstructions in the performance of the work,
(c) Any expense incurred as a result of any suspension or discontinuance of
the work,
' but excludes any loss resulting from earthquakes of a magnitude in excess of 3.5
on the Richter Scale and tidal waves, and which loss or expense occurs prior to
acceptance of the work by City.
4. NOTICE OF CLAIMS Unless a shorter time is specified elsewhere in this
Contract, before making its final request for payment under the Contract
Documents, Contractor shall submit to City, in writing, all claims for
' compensation under or arising out of this Contract. Contractor's acceptance of
the final payment shall constitute a waiver of all claims for compensation under
or arising out of this Contract except those previously made in writing and
' identified by Contractor in writing as unsettled at the time of its final request for
payment.
' 5. WRITTEN NOTICE Any written notice required to be given under the Contract
Documents shall be performed by depositing the same in the U.S. Mail, postage
prepaid, directed to the address of Contractor and to City, addressed as
follows:
' CITY:
City of Newport Beach
3300 Newport Boulevard
P. O. Box 1768
Newport Beach, CA 92658 -8915
Attention: Michael J. Sinacori, P.E.
' CONTRACTOR:
Company Name
Street Address
City, State & Zip
Attention:
' 6. LABOR CODE 3700 LIABILITY INSURANCE Contractor, by executing this
Contract, hereby certifies:
"I am aware of the provisions of Section 3700 of the Labor Code which requires
every employer to be insured against liability for Workers' Compensation or
undertake self- insurance in accordance with the provisions of the Code, and ]
will comply with such provisions before commencing the performance of the
work of this Contract."
1
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' Page 15
7. INSURANCE
' Insurance is to be placed with insurers with a Best's rating of no less than
ANTI and insurers must be a California Admitted Insurance Company.
' Contractor shall furnish City with certificates of insurance and with original
endorsements effecting coverage required by this Agreement. The certificates
and endorsements for each insurance policy are to be signed by a person
' authorized by that insurer to bind coverage on its behalf, on forms provided
by City. All certificates and endorsements are to be received and approved by
City before work commences. City reserves the right to require complete,
certified copies of all required insurance policies, at any time.
Contractor shall procure and maintain for the duration of the contract
insurance against claims for injuries to persons or damages to property which
' may arise from or in connection with the performance of the work hereunder
by Contractor, his agents, representatives, employees or subcontractors. The
cost of such insurance shall be included in Contractor's bid.
' A. MIN MUM SCOPE OF INSURANCE
1 1117
Coverage shall be at least as broad as:
1. Insurance Services Office Commercial General Liability
coverage "occurrence" form number CG 0001 (Edition 11/85) or
Insurance Services Office form number GL 0002 (Edition 1/73)
'
covering Comprehensive General Liability and Insurance
Services Office form number GL 0404 covering Broad Form
Comprehensive General Liability.
2. Insurance Services Office Business Auto Coverage form number
CA 0001 0187 covering Automobile Liability, code 1 "any auto"
'
and endorsement CA 0029 1288 Changes in Business Auto and
Truckers Coverage forms - Insured Contract.
3. Workers' Compensation insurance as required by the Labor
Code of the State of California and Employers Liability
insurance.
B. MINIMUM LIMITS OF INSURANCE
Coverage limits shall be no less than:
'
1. General Liability: $2,000.000 combined single limit per
occurrence for bodily injury, personal injury and property
damage. If Commercial Liability Insurance or other form with a
general aggregate limit is used, either the general aggregate limit
shall apply separately to this project /location or the general
aggregate limit shall be twice the required occurrence limit.
'
2. Automobile Liability: $1,000,000 combined single limit per
accident for bodily injury and property damage.
1 1117
b. Contractor's insurance coverage shall be primary insurance
' as respects City, its officers, officials, employees and
volunteers. Any insurance or self- insurance maintained by
City, its officers, officials, employees and volunteers shall
be excess of the Contractor's insurance and shall not
contribute with it.
C. Any failure to comply with reporting provisions of the
policies shall not affect coverage provided to City, its
officers, officials, employees and volunteers.
' d. Contractor's insurance shall apply separately to each
insured against whom claim is made or suit is brought,
except with respect to the limits of the insurer's liability.
e. The insurance afforded by the policy for contractual
liability shall include liability assumed by contractor under
the indemnification /hold harmless provision contained in
' this Agreement.
1 1117
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Page 16
3. Workers' Compensation and Employers Liability: Workers'
compensation limits as required by the Labor Code of the State
of California and Employers Liability.
C. DEDUCTIBLES AND SELF - INSURED RETENTIONS
'
Any deductibles or self- insured retentions must be declared to and
approved by City. At the option of City, either: the insurer shall
reduce or eliminate such deductibles or self - insured retentions as
respects City, its officers, officials, employees and volunteers; or
Contractor shall procure a bond guaranteeing payment of losses and
related investigations, claim administration and defense expenses.
D. OTHER INSURANCE PROVISIONS
1
The policies are to contain, or be endorsed to contain, the following
provisions:
'
1. General Liability and Automobile Liability Coverages
a. City, its officers, officials, employees and volunteers are to
be covered as additional insureds as respects: liability
arising out of activities performed by or on behalf of
Contractor, including the insured's general supervision of
Contractor; products and completed operations of
Contractor; premises owned, occupied or used by
Contractor; or automobiles owned, leased, hired or
borrowed by Contractor. The coverage shall contain no
special limitations on the scope of protection afforded to
'
City, its officers, officials, employees or volunteers.
b. Contractor's insurance coverage shall be primary insurance
' as respects City, its officers, officials, employees and
volunteers. Any insurance or self- insurance maintained by
City, its officers, officials, employees and volunteers shall
be excess of the Contractor's insurance and shall not
contribute with it.
C. Any failure to comply with reporting provisions of the
policies shall not affect coverage provided to City, its
officers, officials, employees and volunteers.
' d. Contractor's insurance shall apply separately to each
insured against whom claim is made or suit is brought,
except with respect to the limits of the insurer's liability.
e. The insurance afforded by the policy for contractual
liability shall include liability assumed by contractor under
the indemnification /hold harmless provision contained in
' this Agreement.
1 1117
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Page 17
2. Workers' Compensation and Employers Liability Coverage
' The insurer shall agree to waive all rights of subrogation against
City, its officers, officials, employees and volunteers for losses
' arising from work performed by Contractor for City.
3. All Coverages
I
Each insurance policy required by this clause shall be endorsed
'
to state that coverage shall not be suspended, voided, canceled
by either party, reduced in coverage or in limits except after
thirty (30) days' prior written notice by certified mail, return
receipt requested, has been given to City.
E. Acts of God: Pursuant to Public Contract Code Section 7105, Contractor
shall not be responsible for the repairing and restoring damage to Work,
when damage is determined to have been proximately caused by an Act
of God, in excess of five (5) percent of the Contract amount provided
'
that the Work damaged is built in accordance with the plans and
specifications.
F. Right to Stop Work for Non - Compliance: City shall have the right to
offer the Contractor to stop Work under this Agreement and /or withhold
'
any payment(s) which become due to Contractor hereunder until
Contractor demonstrates compliance with the requirements of this article.
'
8. RESPONSIBILITY FOR DAMAGES OR INiURY
A. City and all officers, employees and representatives thereof shall not be
'
responsible in any manner: for any loss or damages that may happen to
the Work or any part thereof; for any loss or damage to any of the
materials or other things used or employed in performing the Work, for
injury to or death of any person either workers or the public; or for
damage to property from any cause arising from the construction of the
work by Contractor, or its subcontractors, or its workers, or anyone
'
employed by it.
B. Contractor shall be responsible for any liability imposed by law and for
injuries to or death of any person or damage to property resulting from
defects, obstructions or from any cause arising from Contractors work on
the Project.
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Page 18
C. Contractor shall indemnify, hold harmless, and defend City, its officers
and employees from and against (1) any and all loss, damages, liability,
'
claims, allegations of liability, suits, costs and expenses for damages of
any nature whatsoever, including, but not limited to, bodily injury, death,
personal injury, property damages, or any other claims arising from any
'
and all acts or omissions of Contractor, its employees, agents or
subcontractors in the performance of services or work conducted or
performed pursuant to this Agreement; (2) use of improper materials in
construction of the Work; or, (3) any and all claims asserted by
Contractor's subcontractors or suppliers on the project, and shall include
reasonable attorneys' fees and all other costs incurred in defending any
such claim. Contractor shall not be required to indemnify or defend City
'
from the sole negligence or willful misconduct of City, its officers or
employees.
D. To the extent authorized by law, as much of the money due Contractor
'
under and by virtue of the Contract as shall be considered necessary by
City may be retained by it until disposition has been made of such suits
or claims for damages as aforesaid.
E. Nothing in this article, nor any other portion of the Contract Documents
shall be construed as authorizing any award of attorneys' fees in any
action to enforce the terms of this Agreement.
F. The rights and obligations set forth in this Article shall survive the
'
termination of this Agreement
9. EFFECT OF CONTRACTOR'S EXECUTION Execution of this Agreement and
all other Contract Documents by Contractor is a representation that Contractor
has visited the Project Site, has become familiar with the local conditions under
which the work is to be performed, and has correlated all relevant observations
with the requirements of the Contract Documents.
'
10. CONFLICT If there is a conflict between provisions of this Contract and any
other Contract Document, the provisions of this Contract shall prevail.
'
11. WAIVER A waiver by City or any term, covenant, or condition in the Contract
Documents shall not be deemed to be a waiver of any subsequent breach of the
same or any other term, covenant or condition.
'
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Page 19
IN WITNESS WHEREOF, the parties hereto have caused this contract to be executed the
day and year first written above.
ATTEST:
LaVonne Harkless
City Clerk
APPROVED AS TO FORM:
Robin Clauson
Assistant City Attorney
5/97
CITY OF NEWPORT BEACH
a Municipal Corporation
Jan Debay
Mayor
CONTRACTOR
Name of Contractor (Principal)
Title
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1 TABLE OF CONTENTS
'
SPECIAL PROVISIONS
24 -Inch Water Transmission Main Replacement
in West Coast Highway at Newport Boulevard
SECTION 1
SCOPE AND CONTROL OF THE WORK
1 -1
General
'
1 -2
Definition
1 -3
Scope of Work
1 -4
Construction Schedule
1 -5
Payment
1 -6
Liquidated Damages
1 -7
Permits
1 -8
Pre -Bid Conference
1 -9
Pre - Construction Meeting
'
1 -10
Conferences
1 -11
Inspection of Plans and Specifications by the Contractor
1 -12
Local Conditions
1 -13
Contractor's Records /As -Built Drawings
1 -14
Safety
1 -15
Protection of Utilities
'
1 -16
Construction Surveying Staking
1 -17
Water and Power
1 -18
Contractor's Work Area
'
1 -19
Inspection and Test
1 -20
Warranty
1 -21
Sanitary Facilities
'
1 -22
Availability of Materials
1 -23
Steel Plates
1 -24
Additional Insured
1 -25
Indemnification
1 -26
Traffic Control and Access
'
1 -27
Contractor's Licenses
1 -28
Dust/Noise Control
1 -29
Surface and Groundwater Control
'
1 -30
Solid Waste Diversion
1 -31
Survey Monuments
1 -32
Connection to Existing Water Main
'
1 -33
Insurance Requirements
1 -34
Substitution of Securities
1 -35
Shop Drawings
'
1 -36
Work by Others
1 -37
City Furnished Material
11
SECTION 2
'
3 -2
2 -1
'
22
'
2 -3
'
2 -4
' 2 -5
2 -6
2 -7
' 28
2 -9
�
]
CONSTRUCTION MATERIALS
Earthwork
Bedding and Backfill Materials
Portland Cement Concrete
Asphalt Concrete Paving
Cement Mortar Lined and Coated (CML &C) Steel Pipe
Polyvinyl Chloride (PVC) Plastic Pressure Pipe
Butterfly Valves
Nuts and Bolts
Painting and Coating
SECTION 3 CONSTRUCTION METHODS
3 -1
'
3 -2
3 -3
'
3 -4
3 -5
'
3 -6
3 -7
'
3 -8
3 -9
3 -10
'
3 -11
3 -12
' Appendix A
P,
I
Dewatering
Bedding and Backfill
Excavation/Shoring
Compaction Testing
Cutting and Restoring Street and Roadway Surfacing and Concrete
Work
Installation of Cement Mortar Lined and Coated (CML &C) Steel
Pipe
Installation of Polyvinyl Chloride (PVC) Plastic Pressure Pipe
Testing and Disinfection
Painting and Coating
Abandonment of Existing Facilities
Grinding and Cold Planing of AC
Removal of AC Pipe and Fittings
Construction Plans (Reduced)
0 0
SECTION 1 SCOPE AND CONTROL OF THE WORK
1 -1
General
All work necessary for the completion of this contract shall be done in accord
'
with (1) these Special Provisions, (2) the Plans Drawing No. W- 5261 -5 consisting
of 10 sheets), (3) the City's Standard Special Provisions and Standard Drawings
for Public Works Construction (1994 edition), including Supplements. (4) The
Standard Specifications for Public Works Construction (1997 edition), including
supplements. Copies of the Standard Special Provisions and Standard Drawings
may be purchased at the Public Works Department for Ten Dollars ($10.00).
'
Copies of the Standard Specifications may be purchased from Building News,
Inc., 3055 Overland Avenue, Los Angeles, California, 90034, telephone (213)
'
202 -7775.
All work shall also conform to the latest edition of American Water Works
Association (AWWA) standards as amended.
If there is a conflict between Contract Documents, the document highest in
precedence shall control. The precedence shall be:
1. Permits from other agencies as may be required by law.
2. Change Orders, Supplemental Agreements and approved revisions to
Plans and Specifications.
3. Special Provisions.
4. Plans.
' 5. Standard Special Provisions.
6. Standard Plans.
' 7. Standard Specifications (Green Book).
8. Reference Specifications.
' Detailed plans shall have precedence over general plans.
1 -2 Definition
' Consulting Engineer Moffatt & Nichol Engineers
3720 S. Susan Street, Suite 200
' Santa Ana, CA 92704
(714) 979 -2055
SP -1
1 • •
' 1 -4 Construction Schedule
1 -4.1 Completion Schedule
' The Contractor shall complete all work under this contract within thirty (30)
consecutive calendar days from the date of award of contract by the City Council.
' 1 -4.2 Prosecution of Work
' No work shall begin until a schedule of work has been submitted and approved by
the City. The Contractor shall submit a construction schedule to the City for
approval within five (5) working days after award of contract. City will review the
schedule and may require the Contractor to adjust to the requirements of the City..
' 1 -4.3
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Working Hours
Normal working hours shall be as follows: Monday through Friday, excluding
holidays; work will not be allowed on Saturday, Sunday or holidays:
Within Caltrans right -of -way
(West Coast Highway)
Prior to Seplauber 2, 1997
After September 2, 1997
9:00 P.M. to 5:00 A.M.
09:00 A.M. to 3:00 P.M.
/\ 9:00 P.M. to 5:00 A.M.
These hours may be subject to further limitation by traffic control requirements.
The Contractor shall notify the City of Newport Beach Public Works Department
at 644 -3311 at least 72 hours prior to beginning any work.
"Holiday" shall be defined as January 1 st, the third Monday in February
President's Day), the last Monday in May (Memorial Day), July 4th, the first
SP -2
1 -3
Scope of Work
The project area is located within the City of Newport Beach.
The work to be done under this contract consists of the abandonment or removal
of a 24 -inch diameter water transmission main and the construction of a 24 -inch
'
CML &C steel pipe water transmission main including all appurtenances, fittings
and connections within and adjacent to West Coast Highway and Newport
Boulevard. The work also includes the construction of a 12 -inch PVC water main
including all appurtenances, fittings and connections and removal of interfering
'
portions of the existing 12 -inch ACP water main along West Coast Highway.
' 1 -4 Construction Schedule
1 -4.1 Completion Schedule
' The Contractor shall complete all work under this contract within thirty (30)
consecutive calendar days from the date of award of contract by the City Council.
' 1 -4.2 Prosecution of Work
' No work shall begin until a schedule of work has been submitted and approved by
the City. The Contractor shall submit a construction schedule to the City for
approval within five (5) working days after award of contract. City will review the
schedule and may require the Contractor to adjust to the requirements of the City..
' 1 -4.3
IJ
1
Working Hours
Normal working hours shall be as follows: Monday through Friday, excluding
holidays; work will not be allowed on Saturday, Sunday or holidays:
Within Caltrans right -of -way
(West Coast Highway)
Prior to Seplauber 2, 1997
After September 2, 1997
9:00 P.M. to 5:00 A.M.
09:00 A.M. to 3:00 P.M.
/\ 9:00 P.M. to 5:00 A.M.
These hours may be subject to further limitation by traffic control requirements.
The Contractor shall notify the City of Newport Beach Public Works Department
at 644 -3311 at least 72 hours prior to beginning any work.
"Holiday" shall be defined as January 1 st, the third Monday in February
President's Day), the last Monday in May (Memorial Day), July 4th, the first
SP -2
1 Monday in September (Labor Day), November 11 (Veterans Day), the fourth
Thursday in November (Thanksgiving), and December 25th (Christmas). If
' January 1st, July 4th, November 11th or December 25th falls on a Sunday, the
following Monday is a holiday.
1 -4.4 Construction Sequencing
' Prior to any construction activities, the Contractor shall provide the City of
Newport Beach with a video tape of the condition of the existing street, curb,
gutter, and sidewalk adjacent to the proposed pipeline.
After installing, testing, flushing and disinfecting the 24 -inch and 12 -inch water
mains, the Contractor shall make the final connections to the existing 24 -inch
' water main at the pressure reducing station along West Coast Highway and
Newport Boulevard. The connections to the existing water line shall not be made
until the Contractor has successfully passed the pressure test and disinfection
requirements.
1 -5 Payment
' 1 -5.1 General
' The unit prices and lump sum prices include full compensation for furnishing the
labor, materials, tools, and equipment and doing all the work involved to complete
' the work included in the Contract Documents. Payment for incidental items of
work not separately listed shall be included in the prices shown for the other
related items of work. No additional compensation will be allowed.
' The following items of work pertain to the bid items included within the Proposal.
' 1 -5.2 Item No. 1 - Mobilization, Demobilization and Cleanup:
Work under this item shall include preparatory and cleanup operations including,
' but not limited to, those necessary for the movement of personnel, equipment,
materials and incidentals to and from the project site, securing a temporary
construction yard, and maintaining the project site in a safe and orderly manner
' during construction. This item also includes any costs incurred for securing bonds,
insurance permits and financing prior to beginning the construction work.
1 -5.3 Item No. 2 - Install City Furnished 24 -inch CML &C Steel Pipe:
-_ _Thg_ City of Newport Beach has pre - purchased the 24 -inch CML &C steel pipe,
special sections and buttstraps as shown on the plans. The items are scheduled to
be delivered to the project site beginning August 15, 1997.
SP -3
Work under this item shall include furnishing any necessary items not provided
by the City including providing�all gaskets (per AWWA), nuts (type 316 stainless
' steel) and bolts (type 316 stainless steel) required for the installation and assembly
of the pipe and pipe joints,and installing all pipe material including, but not
limited to, pavement removal and replacement, exposing utilities in advance of
pipe excavation operations, trench excavation, control of ground and surface
water including dewatering, bedding, backfill, compaction, slurry backfill,
installation of pipe, fittings, couplings, welded joints, coatings, removal or
protection of interfering portions of existing utilities or improvements, temporary
and permanent support of utilities, disposal of excess excavation materials and all
' other work necessary to install the pipe complete in place.
1 -5.4 Item No..3.- Furnish and - Install -12 -inch PVC Pipe, Class 200.
' Work under this item shall include furnishing and installing all pipe material
including, but not limited to, pavement removal and replacement, exposing
' utilities in advance of pipe excavation operations, trench excavation, removal and
disposal of interfering portions of existing 12" ACP water main control of ground
and surface water including dewatering, bedding, slurry backfill, compaction,
installation of pipe, fittings, couplings, restraint glands, thrust blocks, removal or
protection of interfering portions of existing utilities or improvements, temporary
and permanent support of utilities, disposal of excess excavation materials,
furnishing and installation of the 12" Flg. x Mj. butterfly valve and all other work
necessary to install the pipe complete in place.
' 1 -5.5 Item No. 4- Install connection to Existing 24 -Inch CML &C Pipeline.
Work under this item shall include making the connection to the existing 24 -inch
CML &C pipe in the vicinity of the pressure reducing station along West Coast
Highway as shown on the plans including, but not limited to, removal of
' interfering portions of the existing 24 -inch CML &C water main, draining the
existing pipeline, swabbing the connecting pipe with chlorine, welding the
connection, and all other work necessary to complete the connection to the
existing pipeline.
1 -5.6 Item No. 5 - Install connection to Existing 12 -Inch AC Pipe in West Coast
Highway:
' Work under this item shall include making the connections to the existing 12 -inch
AC pipe in West Coast Highway including, but not limited to removal of existing
2 -inch valve cutting the existing 12" AC pipe, draining the existing pipeline,
swabbing the connecting pipe with chlorine, restraining the connection, and all
other work necessary to complete the connection to the existing pipeline.
' SP -4
1 -5.7 Item No. 6 - Pressure Test, Disinfect and Flush New 24 -Inch Water Main and 12-
Inch Water Main:
Work under this item shall include successfully pressure testing, disinfecting and
flushing the new water mains per the project specifications.
1 -5.8 Item No. 7 - Traffic Control:
' Work under this item shall include providing the traffic control required by the
project including, but not limited to, signs, cones, barricades, flashing arrow sign,
K -rail, striping, restriping, and all other work necessary to comply with the traffic
' control plans, Caltrans requirements and the City of Newport Beach requirements.
1 -5.9 Item No. 8 - Excavation Safety Measures:
Work under this item shall include adequate sheeting, shoring and bracing or
equivalent methods for the protection of the life and limb, which shall comply to
' applicable safety orders including, but not limited to, planning, designing,
engineering, furnishing, constructing, and removing temporary sheeting, shoring
and bracing, and any other work necessary to conform to the requirements of any
permits, OSHA and the Construction Safety Orders of the State of California,
pursuant to the provisions of Section 6707 of the California Labor Code.
1 -5.10 Item No. 9 - Remove and Replace Existing Curb, Gutter and Sidewalk:
Work under this item shall include the removal and replacement of the existing
concrete curb, gutter and sidewalk along West Coast Highway as shown on the
Plans and in accordance with Caltrans and the City of Newport Beach
' requirements.
1 -5.11 Item No. 10 - Abandon In Place Existing 24 -Inch Water Main:
Work under this item shall include furnishing all labor, materials and equipment
to abandon in place the existing 24 -inch water main for the limits shown on the
' plans including, but not limited to, famishing and installing steel plates (1/4 inch
minimum thickness) as permanent bulkheads, installing City furnished dished
bulkhead, filling abandoned portion of the 24 -inch water main with cement slurry
(one sack), and all other work necessary to abandon in place the existing 24 -inch
water main complete in place.
t1 -6 Liquidated Damages
Failure of the Contractor to complete the work within the time specified will
result in significant damages being sustained by the City. From and after the date
' SP -5
11
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E
of award of the contract, pursuant to Government Code 53069.85, forfeiture for
each day completion is delayed beyond the time allowed will be at the rate of
$1,500 per calendar day. `.
1 -7
1 -7.1 General
The Contractor shall pull all necessary permits required to complete the work to
be done under this contract. The originals of all applicable permits must be kept at
the jobsite at all times. All provisions of these permits will apply as stated in these
Special Provisions and will have authority over any conditions herein. The
permits contain requirements which affect the cost of the project work and may
even require supplementary work permits and fees to execute construction.
Contractor shall comply with all permit requirements and obtain and pay the fees
involved with the supplementary work permit. Any costs incurred due to
compliance with the permits shall be included in the appropriate bid items and no
additional payment will be made. The Contractor is solely responsible for strict
adherence to all permit/license requirements.
1 -7.2 Permits Obtained by the City
The City has obtained or is in the process of obtaining the following permits
required to construct the project. Proper notification to the agencies affected is the
responsibility of the Contractor. - Copy -of the Caltrans permit or General
Conditions are included in the Appendix A of these speeifggbons.
1. Caltrans Encroachment Permit.
2. Regional Water Quality Control Board Dewatering Permit.
' The Contractor shall furnish the State with a signed application requesting a
separate Caltrans permit authorizing the Contractor to perform the work within
the State Highway right -of -way for the City. The cost of the permit shall be
' in within the lump sum bid price for Mobilization. C�
1 -7.3 Permits to Be Obtained by Contractor
' Permits to be obtained by the Contractor are as follows:
' 1. OSHA Permits to perform excavation or trench work.
1 -8 Pre -Bid Conference
A pre -bid conference will not be held for this project.
1
' SP -6
1 0 0
' 1 -9 Pre - Construction Meeting
1 A pre - construction meeting shall be scheduled 48 hours prior to start of
construction with the following people present: Newport Beach Public Works
1 Department, Caltrans, Consulting Engineer, City of Newport Beach Inspectors or
their representatives. The pre - construction meeting will address the following
items:
1
1. Introduction and acquaintance of the key project personnel. Contractor is
expected to be represented at the meeting by his assigned superintendent
'
and foreman. Any major subcontractors should also be present.
2. Discuss the Construction Schedule.
1
3. Review drawing
required shop submittals and processing.
1
4. Discuss cost breakdown of major bid items and progress payment
processing.
1 5. Outline required field inspections and construction staking.
1 6. Discussion to clarify any questionable areas of work.
1 -10 Conferences
1 The Contractor shall meet once a week at the jobsite with the City and the City's
Representatives. The project shall be reviewed in terms of progress of work,
1 schedules, shop drawing submittals, material orders and deliveries and matters of
similar importance. The City or City's Representative shall prepare and distribute
meeting notes to the following parties if at the meeting or not:
1 City's Project Manager
City's Field Representative
' City's Consultants
Contractor
Caltrans
1 At any time during the progress of the work, the City of Newport Beach shall
have the authority to require the Contractor to attend additional conferences
including any or all of the subcontractors engaged in the work, and any notice of
such conferences shall be duly observed and complied with by the Contractor.
1 -11 Inspection of Plans and Specifications by the Contractor
1 The Contractor shall familiarize himself with the Plans and Specifications. Should
he discover any discrepancies or omissions in them, he shall at once report his
1 SP -7
0 0
discovery in writing to the City of Newport Beach for a decision on its correction,
revision or clarification and the decision of the City shall be final.
1 -12 Local Conditions
'
The bidder represents that he has carefully examined the Contract Documents and
the site where the work is to be performed and that he has familiarized himself
with all local conditions and federal, State and local laws, ordinances, rules and
regulations that may affect in any manner the performance of the work. The
'
bidder further represents that he has studied all surveys and investigation reports
about subsurface and latent physical conditions pertaining to the jobsite, that he
'
has performed such additional surveys and investigations as he deems necessary
to complete the work at his bid price, and that he has correlated the results of all
such data with the requirements of the Contract Documents. The submittal of a
'
bid shall be conclusive evidence that the bidder has investigated and is satisfied as
to the conditions to be encountered, including locality, uncertainty of weather and
all other contingencies, and as to the character, quality, quantities, and scope of
the work.
'
The Plans and Specifications for the work show subsurface conditions or
otherwise hidden conditions as they are supposed to or believed by the Consulting
Engineer to exist; but it is not intended or to be inferred that the conditions as
'
shown thereon constitute a representation that such conditions are actually
existent. Except as otherwise specifically provided in the Contract Documents, the
City, the Consulting Engineer, and their subconsultants shall not be liable for any
loss sustained by the Contractor as a result of any variance of such conditions as
shown on the Plans and the actual conditions revealed during the progress of the
work or otherwise.
Where the City, the Consulting Engineer or their subconsultant have made
investigations of subsurface conditions in areas where the work is to be
'
performed, such investigations were made only for the purpose of study and
design. The conditions indicated by such investigations apply only at the specific
location of each boring or excavation at the time the borings or excavations were
'
made. Where such investigations have been made, bidders or Contractors may
inspect the records as to such investigations subject to and upon the conditions
hereinafter set forth.
The records of such investigations are not a part of the Contract Documents and
are shown solely for the convenience of the bidder or Contractor. It is expressly
'
understood and agreed that the City, the Consulting Engineer, and their
subconsultants assume no responsibility whatsoever in respect to the sufficiency
'
or accuracy of the investigations; the records thereof; or of the interpretations set
forth therein or made by the City's consultants, the Consulting Engineer or his
'
SP -8
0 0
The availability or use of information described in this section is not to be
construed in any way as a waiver of the provisions of the first paragraph in this
section and a bidder or Contractor shall make such independent investigations and
' examination necessary to satisfy himself as the conditions to be encountered in
the performance of the work.
No information derived from such inspection of records of investigations or
compilation thereof made by the City, the Consulting Engineer, or their
subconsultants will in any way relieve the bidder or Contractor from any risk or
' from properly fulfilling the terms of the Contract Documents nor entitle the
Contractor to any additional compensation.
' 1 -13 Contractor's Records /As -Built Drawings
' The Contractor shall maintain books, records, and documents in accord with
generally accepted accounting principles and practices. These books, records and
documents shall be retained for at least three (3) years after the date of completion
t of the project. During this time, the material shall be made available to the City or
to its authorized assigned representative. Suitable facilities are to be provided for
access, inspection, and copying of this material.
tThe stamped set of approved plans and specifications shall be on the jobsite at all
times and in addition the Contractor shall maintain "As- Built" drawings of all
work and subcontractor, continuously as the job progresses. A separate set of
prints for this purpose shall be required and these drawings shall be up -to -date and
so certified by the City's Representative at the time each progress bill is
' submitted.
' Upon completion of the project, the Contractor shall provide "As- Built"
corrections upon a copy of the plans. The "As- Built" correction plans shall be
verified by the City prior to final payment or release of any bonds.
' 1 -14 Safety
' In accord with generally accepted construction practices, the Contractor shall be
solely and completely responsible for conditions of the jobsite, including safety of
all persons and property during performance of the work, and the Contractor shall
' fully comply with all State, federal and other laws, rules, regulations, and orders
relating to safety of public and workers.
' SP -9
subconsultants in the use thereof by the Consulting Engineer, and there is no
warranty or guarantee, either express or implied, that the conditions indicated by
'
such investigations or records thereof are representative of those existing
throughout such areas, or any part thereof, or that unlooked -for developments may
'
not occur, or that materials other than, or in proportions, densities, or other
different from those indicated may not be encountered.
characteristics
The availability or use of information described in this section is not to be
construed in any way as a waiver of the provisions of the first paragraph in this
section and a bidder or Contractor shall make such independent investigations and
' examination necessary to satisfy himself as the conditions to be encountered in
the performance of the work.
No information derived from such inspection of records of investigations or
compilation thereof made by the City, the Consulting Engineer, or their
subconsultants will in any way relieve the bidder or Contractor from any risk or
' from properly fulfilling the terms of the Contract Documents nor entitle the
Contractor to any additional compensation.
' 1 -13 Contractor's Records /As -Built Drawings
' The Contractor shall maintain books, records, and documents in accord with
generally accepted accounting principles and practices. These books, records and
documents shall be retained for at least three (3) years after the date of completion
t of the project. During this time, the material shall be made available to the City or
to its authorized assigned representative. Suitable facilities are to be provided for
access, inspection, and copying of this material.
tThe stamped set of approved plans and specifications shall be on the jobsite at all
times and in addition the Contractor shall maintain "As- Built" drawings of all
work and subcontractor, continuously as the job progresses. A separate set of
prints for this purpose shall be required and these drawings shall be up -to -date and
so certified by the City's Representative at the time each progress bill is
' submitted.
' Upon completion of the project, the Contractor shall provide "As- Built"
corrections upon a copy of the plans. The "As- Built" correction plans shall be
verified by the City prior to final payment or release of any bonds.
' 1 -14 Safety
' In accord with generally accepted construction practices, the Contractor shall be
solely and completely responsible for conditions of the jobsite, including safety of
all persons and property during performance of the work, and the Contractor shall
' fully comply with all State, federal and other laws, rules, regulations, and orders
relating to safety of public and workers.
' SP -9
1 0 0
1
The right of the Consulting Engineer or the City's Representative to conduct
construction review or observation of the Contractor's performance will not
include review or observation of the adequacy of the Contractor's safety measures
in, on, or near the construction site.
1 1 -15 Protection of Utilities
The Consulting Engineer has endeavored to determine the existence of utilities at
'
the site of the work from the records of the owners of known utilities in the
vicinity of the work. The positions of these utilities as derived from such records
'
are shown on the Plans. The service connections to these utilities may not be
shown on the Plans. Prior to excavating in the vicinity of these utilities, the
Contractor shall notify Underground Service Alert.
'
continuing construction and maintaining utility services.
The Contractor shall be responsible for verifying the actual location and elevation
in the field of all utilities which were not previously potholed prior to beginning
'
of construction. The Contractor shall provide the City information regarding the
'
location of the utility by providing the pipe station and distance from curb and
'
depth of cover from finished surface to top of utility. This information must be
provided to the City prior to beginning any pipeline construction.
the trench wall is required to satisfy the above condition, all cost to install shoring
'
In addition, the Contractor shall expose all utilities and services, including those
previously potholed, in advance of the actual pipe excavation operations.
The Contractor shall protect all existing utilities from damage, whether they are
'
shown or not. The existing utilities are to remain in place and be protected against
damage during construction operations. The Contractor shall not interrupt existing
'
utilities service occupied or used facilities, except when authorized in writing by
the City. If the existing utilities interfere with construction, the Contractor shall
submit drawings showing methods, material and sequences of operation for
'
continuing construction and maintaining utility services.
The Contractor shall not turn off or shut down any utilities at his convenience. No
additional cost will be acceptable nor time extension granted, if a delay in work is
caused by inconvenience.
'
The Contractor is advised to exercise extreme caution to protect existing mains or
trunkline utilities in place and to maintain them in service. In the event shoring of
the trench wall is required to satisfy the above condition, all cost to install shoring
'
shall be included in the bid item for the pipe installation. No additional
compensation shall be made therefor.
'
SP -10
1 -16
1
1 -17
1
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1 -18
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All traffic signal loops destroyed or damaged during construction shall be
replaced or repaired by the Contractor immediately per Caltrans requirements. All
loop construction shall be inspected by Caltrans personnel. All costs for replacing
or repairing traffic signal loops shall be included in the lump sum price contained
in the Proposal. No additional compensation shall be made therefor. Caltrans will
determine whether a traffic loop can be repaired or needs to be replaced.
Construction Surveying Staking
The City will provide one set each of the following construction survey controls:
Proposed pipeline alignment at 100 foot intervals to be used for USA
notification.
2. Proposed pipeline alignment at 25 -foot intervals including bends, grade
breaks and appurtenances (survey control for pipeline construction will not
be provided until the City has obtained from the Contractor all of the
required pothole data).
Any additional stakes or any restaking or costs thereof shall be at the
responsibility of the Contractor. The Contractor shall notify the City in writing
two working days in advance of the time that the stakes are needed.
Water and Power
The Contractor will be responsible for obtaining any water and power required for
his operation.
The Contractor shall make his own arrangements for developing water sources
and supply all labor and equipment to collect, load, transport, and apply water as
necessary for compaction of materials, concrete construction operations,
hydrotesting, disinfection, dust control and other construction use. The Contractor
shall not draw water from any fire hydrant (except to extinguish a fire) without
first obtaining a construction meter from the City of Newport Beach. Contractor
shall include the cost of construction water in the appropriate bid item to which it
is appurtenant.
The Contractor shall drain the water from the existing pipeline to be joined by this
project prior to joining. All costs for draining the line and disposing of or
reutilizing the water shall be included in the appropriate connection bid item.
Contractor's Work Area
The Contractor shall acquire at his own expense, sites of adequate size and access
to facilitate Contractor's own operations, storing and staging of materials,
equipment, and personnel. The Contractor shall meet all conditions and
SP -11
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' requirements of the Owner of the property. Expenses related to storage yards and
staging areas shall be included in the mobilization bid item. The Contractor shall
' be responsible for securing the site to protect his property from vandalism and
loss and to protect the public from possible injury.
' The Contractor shall inform the City of his activities for obtaining any work areas.
The Contractor is advised that the work areas must be obtained directly in writing
from the property owner by the Contractor for use during the construction period.
In obtaining such work areas, the Contractor shall obtain all necessary permits and
comply with local ordinances and regulations. The Contractor is responsible for
any rents, fines, damages, and restoration costs associated with the work areas.
The City shall be famished a copy of the written agreement with the affected
property owner prior to using the work areas. The agreement shall contain a
written release statement approved by the City and shall be executed by the
property owner that all work including restoration is to the owner's satisfaction
and is complete. The City shall be provided with a copy of a written release from
the property owner releasing the Contractor from any future claims prior to filing
the Notice of Completion.
' 1 -19 Inspection and Test
' All material and articles furnished by the Contractor shall be subject to rigid
inspection, and no material or article shall be used in the work until it has been
inspected and accepted by the City. The Contractor shall furnish the City full
' information as to the progress of the work in its various parts and shall give the
City timely (48 hours minimum) notice of the Contractor's readiness for
inspection.
The City shall select the independent testing laboratory and pay for all testing as
specified in the various sections of the Standard Special Provisions and these
' Special Provisions. When in the opinion of the City, additional tests or
inspections are required because of unsatisfactory results in the manner in which
the Contractor executed his work, such tests and inspections will be paid for by
1 the Contractor and will be deducted from the total contract price.
' 1 -20 Warran
The Contractor shall warrant all materials supplied by Contractor and all
' workmanship regardless of the material supplier for a period not less than two
years (24 months) from the date of City Council acceptance of the contractor
work and certification of completion.
tThe Contractor's warranty shall cover all materials and all operations of all
equipment supplied by Contractor and installed as part of this contract. Any part,
item or function that does not perform as originally intended or specified shall be
' SP -12
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' replaced or repaired by the Contractor at no cost to the City should that part, item
' or function fall or not perform as originally intended or specified.
The Contractor shall provide a written warranty satisfactory to the City prior to
' acceptance of the contract installation which meets the requirements of this
provision.
' 1 -21 Sanitary Facilities
Sanitary facilities shall be maintained on the site during the construction period by
' the Contractor.
1 -22 Availability of Materials
It will be the Contractor's responsibility to ensure the availability of all material
' prior to the start of work. Unavailability of material will not be sufficient reason
to grant the Contractor an extension of time for 100% completion of work.
' Availability of City furnished materials is discussed in Section 1 -37 of these
Special Provisions.
1 -23 Steel Plates
' The City can provide a limited quantity of steel trench plates if available. These
plates do not have a non -skid surfacing, Contractor shall verify if use is allowable
by Caltrans. These plates may be obtained for a rental charge of $15.00 per plate
per week or part thereof. There is a $100 Deposit for use of the City's lifting eye
fitting for the use of trench plates. These plates shall be returned to the City's
Utilities Yard at 949 West 16th Street, Newport Beach. To determine the number
of plates available and to reserve the plates, the Contractor must call the City's
Utilities Superintendent, Mr. Peter Antista, at (714) 644 -3011.
' 1 -24 Additional Insured
The Contractor shall specifically name the City of Newport Beach, Caltrans and
Moffatt & Nichol Engineers as an additional insured on all policies of insurance
related to the performance of this contract. Contractor will not be given his Notice
' to Proceed without the completion of all insurance certificates on the City forms.
Copies of all insurance certificates on the City forms shall be provided to the City
of Newport Beach and Moffatt & Nichol Engineers.
1 -25 Indemnification
' Contractor hereby releases and agrees to indemnify, defend, hold harmless the
City of Newport Beach, the Consulting Engineer, their agents, employees,
' SP -13
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' consultants and representatives for any and all damage to persons or property or
wrongful death regardless of whether or not such claim, damage, loss or expense
' is caused in whole or in part by the negligence, active or passive, of the City of
Newport Beach, the Consulting Engineer, as well as their agents and employees,
' excepting only the sole negligence of the City of Newport Beach, the Consulting
Engineer and their agents and employees to the fullest extent permitted by law.
Such indemnification shall extend to all claims, demands, actions, or liability for
' injuries, death or damages occurring after completion of the project, as well as
during the work's progress. Contractor further agrees that it shall accomplish the
above at its own cost, expense and risk exclusive of and regardless of any
' applicable insurance policy or position taken by any insurance company regarding
coverage.
Contractor shall defend, indemnify and hold the City of Newport Beach and
Consulting Engineer, their employees, officers, or agents, harmless against any
and all claims by any parties arising from, or related to, any and all damages,
including legal costs and attorney's fees, resulting from interference with,
interruption of, damage to, or any and all injuries which result from damage
caused to subsurface installation as defined in Government Code §4216.1(1),
' which is unforeseen and despite Consulting Engineer's effort during the design
process was not located, excepting only the gross negligence or willful
' misconduct of the Consulting Engineer in providing its services.
1 -26 Traffic Control and Access
The Contractor shall provide traffic control and access in accord with the
approved traffic control plans and the Caltrans "Manual of Traffic Controls" and
' the WATCH Handbook 1996 Edition. Traffic control plans have been provided as
part of the Contract Documents. If the Contractor elects to revise these Plans or
prepare his own traffic control plans, he shall do so at no expense to the City of
' Newport Beach. The Contractor shall be fully responsible for the adequacy of any
traffic plan utilized, for obtaining approval from the City of Newport Beach and
Caltrans for his changes, for conformance with his intended construction schedule
and staging and to provide for its proper implementation. The Contractor shall
maintain access to all driveways and residences during the installation of the
' water mains.
1 -27 Contractor's Licenses
At the time of the award and until completion of work, the Contractor shall
possess a General Engineering Contractor "A" License or a Pipeline Specialty
' Contractor C -34 License. At the start of work and until completion of work, the
Contractor shall possess a Business License issued by the City of Newport Beach.
' SP -14
' 1 -28 Dust/Noise Control
' 1 -29
Dust shall be controlled by watering and/or dust palliative in accord with City of
Newport Beach requirements.
The Contractor shall comply with the noise level requirements contained in the
City of Newport Beach requirements.
Surface and Groundwater Control
It is anticipated that groundwater will be encountered in the project area. The
Contractor will be responsible for providing, installing, maintaining and operating
a dewatering system in the project area. Contractor will be responsible for
complying with all requirements of the City's NPDES Permit for construction
dewatering. Groundwater or surface runoff water containing mud, silt or other
deleterious material due to the construction of this project shall be treated by
' filtration or retention in settling basin(s) sufficient to prevent such material from
migrating into the storm drain system.
' 1 -30 Solid Waste Diversion
' Unless specified elsewhere in this contract, all non - reinforced concrete and
asphalt wastes generated from the job site shall be disposed of at a facility which
crushes such materials for reuse. Excess soil and other recyclable solid wastes
' shall not be disposed of at a sanitary landfill.
The Contractor shall maintain monthly tonnage records of total solid wastes
t generated and solid wastes disposed of at a sanitary landfill. The Contractor shall
report said tonnages monthly to the City on a form provided by the City
representative.
1 -31 Survey Monuments
' Survey monuments shall not be disturbed unless required by the construction of
the proposed pipeline. Survey monuments shall not be moved or otherwise
disturbed by the Contractor until the jurisdictional agency's representative has
' witnessed or otherwise referenced their location. The Contractor shall coordinate
the removal of the existing survey monuments within the jurisdictional agency.
' The re- establishing of the survey monuments once the construction has been
completed will be done by the jurisdictional agency. All existing survey
monuments which are not located within the proposed pipeline alignment shall
' not be disturbed. If the Contractor does disturb them, the cost to remove and re-
establish the survey monuments will be paid for by the Contractor.
' SP -15
1 -32
1 -33
1 -34
Connection to Existing Water Main
Contractor will be required to connect to the existing 24 -inch main in West Coast
Highway and the existing 12 -inch main along West Coast Highway.
Contractor shall pothole the connection points prior to the beginning of
construction. The potholing of the connections to the existing mains shall include
verifying the horizontal and vertical location. The Contractor shall provide the
City information regarding the location of the connecting pipe by providing the
pipe station and distance from curb and depth of cover from finished surface to
top of the existing pipe.
City of Newport Beach will perform all shutdowns of existing water facilities as
required for the proposed connections. The Contractor shall give the City 72 hours
notice of the time he desires the shutdown of facility to take place. Connection
shall be done in accord with Section 306 - 1.2.15 of the Standard Special
Provisions.
Insurance Requirements
The limits of liability for this contract are:
General Liability Insurance Endorsement
General Liability
$2,000,000.00 each occurrence
$2,000,000.00 each occurrence
Automotive Liability Insurance Endorsement
Multiple Limits
Bodily Injury Liability
Bodily Injury Liability
Property Damage Liability
Combined Single Limit
Bodily Injury Liability
and
Property Damage Liability
Substitution of Securities
$1,000,000.00 per person
$1,000,000.00 per accident
$1,000,000.00
$1,000,000.00
Pursuant to Section 22300 of the California Public Contract Code, the Contractor
' shall have the option to deposit qualified securities in an escrow account with an
escrow agent as a substitute for retention of Contractor earnings required to be
' SP -16
1 • •
' withheld by the City pursuant to the Contract Documents; provided, however that
the Contractor meets the conditions specified herein below. The following
' conditions are expressly agreed by the parties to be consistent with, in addition to,
and not in any way contradictory with, the requirements of Section 22300 of the
' California Public Contract Code:
1. The escrow agent and escrow agreement selected by the Contractor shall
' be approved by the City and both the escrow agent and escrow account
shall be located within the State of California.
2. The securities eligible for deposit into the escrow account shall include
'
those listed in Section 16430 of the California Government Code, and
agreed to in writing by the Contractor and the City.
3. In the event that the qualified securities deposited in the escrow account
decrease in value to an amount less than the cash amount then required by
'
the Contract Documents to be withheld as retention by the City, the
escrow agent shall notify the City of the deficiency within five (5) days
and the Contractor shall deposit, to the extent of the deficiency, additional
'
qualified securities with the escrow agent within five (5) days of City
notification to the Contractor of such deficiency.
'
Upon the expiration of the five (S) day notice period to the Contractor, the
City shall have the fight to:
'
a. cause the escrow agent to immediately convert the qualified
securities deposited in the escrow account to cash and to
'
immediately remit such cash amount to the City;
b. cause the escrow agent to terminate the escrow account upon
satisfaction of provision a) of this paragraph; and
C. satisfy any withholding deficiency by retaining amounts necessary
'
to satisfy such deficiency from any funds due or to become due to
the Contractor under the Contract Documents.
'
Notwithstanding any of the foregoing provisions, the Contractor shall have
the right to establish another escrow account complying with the
'
requirements of California Public Contract Code Section 22300 and these
Contract Documents even though such a previous escrow account has been
terminated.
'
4. The Contractor shall bear all of the expense of the City and the escrow
agent in connection with the establishment of the escrow account, the
'
deposit of qualified securities into the escrow account, all statements and
'
SP -17
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accounting relating to the escrow account, and the maintenance of the
escrow account.
The Contractor shall, upon written notification to the City that the
Contractor intends to open an escrow account with the escrow agent to
deposit qualified securities as a substitute for retention of Contractor
earnings required to be withheld by the City, notify the Surety in writing
of such intention, and furnish the City with the written consent of the
Surety to the utilization of such escrow account in lieu of periodic
retentions.
' 1 -35 Shop Drawings
' Shop drawings shall be prepared and submitted in accord with Section 2 -5.3 of
the Standard Specifications. The Contractor shall submit eight (8) copies for
review by the City. The City will return three (3) copies to the Contractor for his
' use.
1 -36 Work by Others
' It shall be the duty of the Contractor of this project to contact the contractors of
' any other adjacent projects under construction and to coordinate the work to avoid
any delays or inconvenience to any project. As a minimum the Contractor shall
coordinate his construction work areas and traffic control with the Contractors for
' construction of the Newport Boulevard/Pacific Coast Highway "Arches"
Interchange improvements and the Southern California Gas Companies
construction for relocation of gas lines along West Coast Highway.
' 1 -37 City Famished Material
The City of Newport Beach has entered into a contract with a supplier of cement
mortar lined and coated steel pipe to supply pipe for this project. The 24 -inch
pipe, special sections and buttstraps required to construct the pipeline as shown on
' the construction plans will be supplied by the City of Newport Beach. The City
famished materials are scheduled to be delivered to the Project site beginning
August 15, 1997. The following is a list of the City furnished pipe materials:
• 24 -inch CMC steel pipe, special sections and buttstraps for installation
including the additional length on the cut to fit pieces as shown on the
plans.
' SP -18
SECTION 2 CONSTRUCTION MATERIALS
2 -1 Earthwork
The Contractor shall perform all earthwork required for construction of the
pipeline. Excavation shall include without classification the removal of all
material of whatever nature encountered including underlying old reinforced
concrete pavement in West Coast Highway, The Contractor shall remove
unsuitable material and dispose of it at an off -site location. Costs of said disposal
shall be the sole responsibility of the Contractor and no additional compensation
shall be made therefor.
All excess material excavated during construction of the proposed water mains
' shall become the property of the Contractor and shall be disposed of by him
outside the limits of work in accordance with the applicable ordinances and
regulations of governmental agencies having jurisdiction. Costs of said disposal
' shall be the sole responsibility of the Contractor and no additional compensation
shall be made therefor.
' 2 -2 Bedding and Backfill Materials
' 2 -2.1 Bedding
Bedding material shall be clean, well graded imported sand having a minimum
sand equivalent of 30 per ASTM D 2419. Imported sand shall be a granular
material free from clay balls, organic mater and other deleterious substances. The
bedding material shall also conform to City Std - 106 -L.
' 2.2.2 Backfill
' In areas where slurry backfrll is not required, excavated native earth may be used
as backfill if approved by City's Geotechnical Engineer. Backfill shall be free of
trash, roots, clay, debris, and other deleterious material. Where proper compaction
' of native material is not feasible due to high moisture content, import soil having
an expansion index less than 30 shall be used. Cost of said import soil shall be
' sole responsibility of the Contractor and no additional compensation shall be
made therefor. Backfill material shall also conform to City Std - 106 -L.
' Backfill shall be placed in layers not more than 8- inches in thickness and shall be
compacted to 90% relative compaction. Compaction of backfrll by puddling or
jetting is not acceptable.
t
SP -19
2 -2.3
2 -2.4
2 -3
2 -3.1
9
Crushed Rock Base
[,
i
Crushed rock base and gravel are defined as natural or crushed rock, free from
organic matter, and meeting the following gradation:
Sieve Size
1 -inch
3/4 -inch
1/2 -inch
3/8 -inch
No. 4
Cement Slurry
Percent Passing
By Weight
100
90-100
30 -60
0 -20
0 -5
Cement slurry backfill shall consist of one and one -half sacks (141 pounds) Type
II portland cement added per cubic yard of imported sand. No calcium chlorides
will be allowed. Placement of pavement on cement slurry backfill will not be
allowed until at least 24 hours after slurry placement.
Portland Cement Concrete
General
All concrete shall be 560 -C -3250 unless otherwise specified. Concrete shall
conform to the requirements of Sections 200, 201 and 303 of the Standard
Specifications. Fly ash shall not be used in the concrete mix. Concrete 'mx design
shall be subject to the review and approval of the City of Newport Beach.
' 2 -3.2 Cement
All cement to be used shall be Type II portland cement conforming to ASTM C
150.
[I
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2 -3.3 Aggregates
Aggregates shall comply with ASTM C 33 and shall have a maximum size of 3/4-
inch.
2 -3.4 Steel Reinforcement
Reinforcement shall conform to ASTM A615, Grade 60, unless otherwise noted
on the Plans.
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2 -3.5 Expansion Joint Material
Expansion joint material shall be preformed, nonextruded type constructed of
closed -cell neoprene conforming to ASTM D 1752, Type I, as manufactured by
W.R. Grace Company of Cambridge, Massachusetts; W.R. Meadows, Inc., Elgin,
Illinois, or equal.
2 -3.6 Grouting of Abandon Pipelines
The grout materials shall consist of one sack (94 pounds) Type II portland cement
added per cubic yard of sand.
2 -4 Asphalt Concrete Paving
2 -4.1 Asphalt Concrete
Asphalt concrete shall be per City of Newport Beach requirements and shall meet
the requirements of Section 203 -6 of the Standard Specifications ( "Green Book ").
The viscosity grade of paving asphalt shall be AR4000.
2 -4.2 Aggregate Base
Aggregate base for the pavement structural section shall be either crushed
aggregate base or crushed miscellaneous base per Section 200 -2.2 of the Standard
Specifications.
2 -5 Cement Mortar Lined and Coated (CML &C Steel Pipe
2 -5.1 General
Steel pipe shall conform to the Standard Specifications for Public Works
Construction (SSPWC) Section 207 -10, Federal Specification SS- P -385a, and
AWWA C -200. The diameter shown on the plans is the actual inside diameter
after lining.
The steel used in the manufacture of the steel pipe shall comply with the physical
and chemical requirements of ASTM A36, ASTM A283 Grade C or D, ASTM A-
570, Grade 33.
2 -5.2 Shop Drawings
The City's pipe Supplier is preparing fabrication drawings and laying diagrams for
all pipe, special sections and buttstraps to be provided for under this contract.
These fabrication and laying diagrams will be available for use by the Contractor
during construction.
SP -21
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2 -5.3 Wall Thickness
Wall thickness of the steel cylinder shall be 1/4" minimum.
2.5.4 Pipe Lengths
Unless otherwise shown on the construction plans, steel pipe has been
manufactured in lengths of 20'. Pipe may have been furnished in lengths less than
the specified lengths, to facilitate the laying of the pipe on curved alignments,
between bends, at connections, etc.
The City's pipe Supplier has fabricated and should furnish all necessary short pipe
sections for pipeline closure and the proper locations of any special section, fitting
or pipeline appurtenance shown on the plans.
2.5.5 Joints
Joints for steel pipe shall be lap- welded slip joint and shall comply with the
requirements of AWWA C200. The location of slip on flanges and buttstraps are
also specified on the plans.
Buttstraps for buttstrap joints will be furnished by the City with two 6" diameter
hand holes, 1800 apart, complete with screwed plugs, suitable for use in patching
the interior cement mortar lining after field welding of the joint. A detail for the
lap- welded slip joint and buttstrap is included in the construction plans.
Flanges shall be AWWA C207, Class D flat face.
2 -5.6 Special Sections
Special sections, including curves, tees, crosses, outlets and bulkhead, shall be
fabricated in accordance with AWWA C208.
2 -5.7 Cement Mortar Lining
Cement mortar lining for all steel water main pipe and special sections shall
conform to AWWA C205 and Section 207 -10.4 of the SSPWC. The minimum
lining thickness shall be 1/2 ". Cement shall be type II.
2 -5.8 Cement Mortar Exterior Coating
Steel pipes and special sections laid underground shall be coated to conform to the
requirements of AWWA 05. The coating thickness shall be a minimum 1 ".
Cement shall be Type V.
SP -22
1 • •
' 2 -5.9 Exterior Painted Protective Coating During Fabrication
' The exposed portion of joint rings shall be coated with a 3 -mil minimum
thickness organic zinc pigmented coating meeting U.S. Federal Specification
' TT -P -641.
2 -5.10 Product Marking
' Each length of straight pipe and each special shall be plainly marked at the bell
end to identify the design pressure or bead, the steel wall thickness, the date of
manufacture, and the proper location of the pipe item by reference to the layout
schedule. For beveled pipe, the degree of bevel and the point on the circumference
to be laid uppermost shall be shown.
2 -5.11 Materials to be Provided
' The City of Newport Beach has pre - purchased the 24 -inch CML &C steel pipe,
special sections and buttstraps with welded joints shown on the plans. The items
described above are scheduled to be delivered to the project site beginning on
August 15, 1997.
2 -6 Polyvinyl Chloride (PVC) Plastic Pressure Pipe
All polyvinyl chloride (PVC) pipe shall be SDR -14 (Class) 200 and shall be
' manufactured in strict accord with the latest revisions of AWWA Standard C -900
and the applicable ASTM Standards, unless otherwise noted. PVC pipe shall
conform to Section 207- 2lofthe Standard Special Provisions
' 2 -7 Butterfly Valves
' Butterfly valve shall be 12 -inch (flg x mj) butterfly valve (CL 150) manufactured
by M &H or approved equal.
1 2.8
Nuts and Bolts
All flanged pipe joints shall be joined utilizing Type 316 stainless steel nuts,
'
washers and hex -head bolts. Bolted connectors fabricated from Type 316 stainless
steel shall have threaded parts coated liberally with an approved anti -cease
compound. All bolted and threaded fasteners shall conform to the minimum
requirements for strength, material construction and dimension as established by
the ASTM and ANSI specifications. All fasteners shall be accompanied by written
certification from the manufacturer stating compliance with the appropriate
specifications.
SP -23
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Type 316 stainless steel bolts and nuts shall conform to ASTM A193, Grade B8
for bolts and ASTM A194, Grade 8 for nuts. Fit shall be Classes 2A and 2B per
' ANSI B 1.1 when connecting to valves with body bolt holes.
' 2 -9 Painting and Coating
2 -9.1 Submerged Metal Coating Systems
System No. 7 -- Submerged Metal (Epoxy):
' Type: Epoxy.
Service Conditions: For use with structures, piping, or equipment immersed in
water.
Surface Preparation: SSPC SP -10.
Coating System: Apply two or more coats of Tnemec Series 20, Koppers Hi-
' Gard, Ameron 395, Porter 7530 Series, Wisconsin Protective Coating Corp.
Plasite 7133, Scotchkote 306, Engard 460 HS, or equal; 14 mils total. Color of
topcoat: White.
2 -9.2 Buried Metal Coating Systems
' System No. 21- -Buried Metal:
Type: Coal -tar epoxy having a minimum volume solids of 68% (ASTM D 2697).
Service Conditions: Buried metal, such as valves, flanges, bolts, nuts, structural
steel, and fittings.
' Surface Preparation: SSPC SP -10.
Prime Coat: Ameron 78 HB, 16 mils; Tnemec 46H-413,16 mils; Porter 7080,16
mils; or equal.
' Topcoat: Ameron 78 HB, 16 mils; Tnemec 46H -413, 16 mils; Porter 7080,
16 mils; or equal.
SECTION 3 CONSTRUCTION METHODS
3 -1 DewaterinQ
' It is anticipated that ground water will be encountered. Where encountered within
two feet of the pipeline invert, dewatering to at least two feet beneath the base of
SP -24
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the pipe bedding is required. Sumps and pumps within a tightly sheet excavation
' 3 -2.1 Bedding
A twelve (12) -inch minimum layer of bedding material shall be installed prior to
placing the pipe. Prior to placing the pipe, the bedding shall be graded so that
when installed, the pipe shall be in contact with the bedding. Excavated bell holes
will be allowed at each joint to permit proper assembly and inspection of the
entire joint. Compaction or densification of bedding material shall be
accomplished by mechanical means or by water jetting or flooding. Bedding shall
be compacted to 90% relative compaction.
In the event that the subgrade soils below design grades are excessively weak or
' disturbed during excavation, the unsuitable soils should be overexcavated to firm
undisturbed material before placing the bedding. The overexcavated areas may be
backfilled using the approved bedding material. ,4 suitable heavy duty filter
' fabric, e.g. Mirafi 60OX or equivalent, may be placed between the subgrade and
bedding material to provide improved bedding support over exceptionally weak
soils.
3 -2.2 Backfill
or the use of well points or deep wells may be used to dewater the site. The
dewatering system must be designed and implemented in such a manner as to
remove the water without loss of soil; filtration will likely be necessary. The
design of the dewatering system shall be performed by an Engineer
'
knowledgeable and experienced with such soil and groundwater conditions. The
design shall also evaluate the need of a groundwater recharge system beyond the
3 -3
excavation to reduce the influence of the dewatering on the surrounding soils.
Dewatering plans shall be submitted by the Contractor to the City for review and
approval prior to construction.
' 3 -2
Bedding and Backfill
' 3 -2.1 Bedding
A twelve (12) -inch minimum layer of bedding material shall be installed prior to
placing the pipe. Prior to placing the pipe, the bedding shall be graded so that
when installed, the pipe shall be in contact with the bedding. Excavated bell holes
will be allowed at each joint to permit proper assembly and inspection of the
entire joint. Compaction or densification of bedding material shall be
accomplished by mechanical means or by water jetting or flooding. Bedding shall
be compacted to 90% relative compaction.
In the event that the subgrade soils below design grades are excessively weak or
' disturbed during excavation, the unsuitable soils should be overexcavated to firm
undisturbed material before placing the bedding. The overexcavated areas may be
backfilled using the approved bedding material. ,4 suitable heavy duty filter
' fabric, e.g. Mirafi 60OX or equivalent, may be placed between the subgrade and
bedding material to provide improved bedding support over exceptionally weak
soils.
3 -2.2 Backfill
Backfill shall be placed in layers not more than 8- inches in thickness and shall be
compacted to 90% relative compaction. Compaction of backfill by puddling or
jetting is not acceptable.
As shown on the construction plans, backfill above the pipe zone within the West
Coast Highway shall be 1 -112 sack cement slurry.
3 -3
Excavation/Shoring
The Contractor shall submit to the City for acceptance, in advance of excavation,
a detailed plan showing the design of shoring, bracing, sloping, or other
'
provisions to be made for worker protection from the hazard of caving ground
during the excavation of any trench or trenches 5 -feet or more in depth. The plan
'
SP -25
1 • •
' shall be prepared by a registered civil or structural engineer licensed in the State
of California. As a part of the plan, a note shall be included stating that the
registered civil or structural engineer certifies that the plan complies with the
CAL /OSHA Construction Safety Orders, or that the registered civil or structural
engineer certifies that the plan is not less effective than the shoring, bracing,
sloping, or other provisions of the Safety Orders.
' The detailed plan showing the design of shoring, etc., which the Contractor is
required to submit to the City for acceptance in advance of excavation will not be
accepted by the City if the plan is based on subsurface conditions which are more
favorable than those revealed by the investigations made by the City or the
Consulting Engineer or their sub consultants; nor will the plan be accepted if it is
based on soils related design criteria which is less restrictive than the criteria set
' forth in the report on the aforesaid investigations of subsurface conditions.
The detailed plan showing the design of shoring, etc. shall include surcharge loads
'
for nearby embankments and structures, for spoil banks, and for construction
equipment and other construction loadings. The plan shall indicate for all trench
conditions the minimum horizontal distances from the side of the trench at its top
'
to the near side of the surcharge loads.
Nothing contained in this article shall be construed as relieving the Contractor of
the full responsibility for providing shoring, bracing, sloping or other provisions
which are adequate for worker protection.
'
While performing the grading/excavation work shown on the construction plans,
the Contractor shall use whatever means is necessary to insure that debris, dirt,
etc. do not fall down the steep slope to the north or onto the sidewalk/highway to
'
the south. If the Contractor does not follow this requirement, his grading
operation will be stopped immediately and he will be required to submit a written
plan to the City detailing how he plans to comply with this requirement.
3 -4
Compaction Testing
The degree of compaction and density shall be determined and controlled in
accord with the requirements of ASTM D -1557. The City will employ the
services of a certified soil- testing laboratory to test and report upon the
compaction of the bedding and trench backfill. The location and frequency of the
'
tests shall be at the discretion of the City. Should the compaction methods used
fail to achieve the required degree of compaction, the Contractor shall revise his
methods to achieve the required compaction. Initial compaction testing will be
paid for by the City. Any retests required will be at the expense of the Contractor.
The minimum relative compaction shall be 95% unless stated otherwise.
'
SP -26
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3 -5 Cutting and Restoring Street and Roadway Surfacing and Concrete Work
3.5 -1 Cutting or Breaking
All Portland cement concrete, reinforced concrete pavement, and asphalt concrete
pavements, gutters, driveways, curbs, and sidewalks excavated or damaged shall
be removed between neat vertical cuts, of an approved type or in the case of curbs,
gutters, and sidewalks, between vertical cuts made by acceptable methods at the
nearest score marks beyond the damaged portion as may be required in each case
by the City of Newport Beach or Caltrans. Tunneling of curbs, gutters and
sidewalks will not be allowed unless approved in writing by the agency having
jurisdiction over that facility.
3.5 -2 Restoring Facilities
The improvements to be restored by the Contractor shall include all pavements
and other classes of surfacing whether in main roadways or in shoulders, all curbs,
gutters, driveways, sidewalks, drainage structures, lighting standards, walls,
fences and any other surface improvements removed or damaged by him in the
course of his operations under the contract.
Wherever sidewalks, driveways, or private roads have been removed for purposes
of construction, the Contractor shall place suitable temporary sidewalks,
driveways, or private roads promptly after backfilling and shall maintain them in a
satisfactory condition for the period of time fixed by the City and authorities
having jurisdiction over the affected portions before proceeding with final
restoration or, if no such period of time is so fixed, shall so maintain said
' temporary sidewalks, driveways, or private roads until the final restoration thereof
is made.
' Storm drains, culverts, electric lighting standards and conduits, and any other
public improvements which are excavated or damaged by the Contractor shall be
or other agency having jurisdiction, and any permits required in connection
therewith shall be obtained by the Contractor.
SP -27
In order to obtain a satisfactory junction with adjacent surfaces) the Contractor
shall cut back and rim the edges so as to provide a clean, sound, vertical joint
before permanent replacement of an excavated or damaged portion of pavement,
gutter, driveway, curb, or sidewalk. Damaged edges of pavement within street
'
right -of -way shall be trimmed back by saw cutting, no less than 1 -112 inches deep,
in straight lines of 30 feet minimum length. Wherever the cut line of the pavement
is within 48 inches of the curb face or the gutter line, as the case may be, the
'
pavement shall be removed and replaced in kind.
Wherever sidewalks, driveways, or private roads have been removed for purposes
of construction, the Contractor shall place suitable temporary sidewalks,
driveways, or private roads promptly after backfilling and shall maintain them in a
satisfactory condition for the period of time fixed by the City and authorities
having jurisdiction over the affected portions before proceeding with final
restoration or, if no such period of time is so fixed, shall so maintain said
' temporary sidewalks, driveways, or private roads until the final restoration thereof
is made.
' Storm drains, culverts, electric lighting standards and conduits, and any other
public improvements which are excavated or damaged by the Contractor shall be
or other agency having jurisdiction, and any permits required in connection
therewith shall be obtained by the Contractor.
SP -27
1 ! •
' 3.5 -3 Restoring Pavement Delineation and Signs
In the event that existing traffic striping, pavement markings or roadside signs are
removed, damaged or obliterated by the construction work, it will be the
responsibility of the Contractor to replace the said striping, pavement markings or
signs to the satisfaction of the agency having jurisdiction over the street. All
' pavement delineation and signs shall be replaced in kind and shall conform to
Sections 56, 84 and 85 of the State of California Standard Specifications.
3 -6 Installation of Cement Mortar Lined and Coated (CML &C) Steel Pine
3 -6.1 Cleaning of Joints
Just prior to the installation of any pipe section all foreign matter of every nature
and all protective material shall be removed from the surfaces that are not to be in
contact at joints, so as to leave thoroughly clean surfaces for metal -to -metal
contact in the field joints; provided that the removal prior to welding will not be
required of the shop - applied protective coatings which do not interfere with or
impair the quality of the field welding of the joints, where field welding is
required.
3 -6.2 Stulling and Bracing
The protective stulling and bracing shall be removed after the sand backfill has
been thoroughly compacted and prior to completing the interior joints.
' 3 -6.3 Laying Pipe
I. Each section of pipe shall be accurately laid to the required line and grade
' and shall have a firm bearing for the full length of the section. Shop or
field welding together or joining in any manner of two (2) or more pipe
sections prior to placing in the trench will not be permitted.
' 2. In placing pipe in the trench, the pipe shall be held by the sling which
' supported the pipe section at the quarter points. The sling shall be
constructed with padded attachment straps as approved by the
manufacturer of the pipe. Bare cable or chain attachment straps will not
be allowed. The pipe shall not be dragged on the bottom of the trench but
shall be supported by the sling while being fitted to the adjacent pipe
section.
f3. The pipe shall be securely held in position by blocking and by partial
backfilling between field joints in such manner as not to interfere with the
' required work at the joints. Blocking shall be placed near the ends of the
SP -28
1
section and elsewhere as directed and, where ordered, shall be removed
after sufficient backfill has been placed to hold the pipe in position.
4. The Contractor shall make such excavations outside of the specified trench
section as are needed for joints, where required, and for spaces sufficient
to permit removal of the sling from each pipe section without damage to
the pipe coating and shall subsequently backfill and compact such holes
' and spaces.
5. After each section of pipe has been set into position, it shall be attached to
the adjoining section by means of an arc- welded joint as shown on the
Plans.
6. The use of dogs, clips, lugs, or equivalent devices welded to the pipe for
the purposes of forcing it into position will not be permitted.
' 7. Care shall be exercised at all times to avoid contaminating any pipe,
valves or fittings. During laying operation, no debris, tools, clothing or
other material shall be placed in the pipe. Dirt shall be prevented from
entering the pipe and if necessary, the pipe shall be swabbed before
placing in position. If the pipe - laying crew cannot place the pipe into the
trench without getting foreign material into it, the City may require
placing a heavy canvas cover over each end of the pipe which shall remain
in place until the pipe lengths are to be joined.
At times when pipe laying is not in progress, the open ends of pipe shall
be closed by a water tight wooden bulkhead or other means approved by
' the City. This provision shall apply during the noon hour as well as
overnight. If water is in the trench, the bulkhead shall remain in place
until the trench is pumped completely dry.
3 -6.4 Interior Joint Recesses and Lining Repairs
1. The interior lining at field- welded joints shall be applied after the pipe
trench has been backfilled. The unlined areas shall be thoroughly cleaned
of all corrosion and of all foreign substances of any kind which adhere to
' the steel -plate surfaces, including any residue from the protective coating
previously applied, following which, said area shall immediately be line.
2. The interior joint recess shall be filled the mortar of stiff consistency
mixed in the proportions of one (1) part Portland cement to one (1) part of
' No 30 size silica sand. This mortar shall be as dry as can be satisfactorily
installed. The mortar shall be tightly packed into the joint recess and
handpointed by operators highly skilled in such work, and the interior
' surfaces and to the smoothness equal of that of the spun mortar lining.
' SP -29
5. The City will field inspect and may TV inspect the interior mortar lining
prior to pressure testing of the new main.
6. Epoxy lined pipe shall be repaired using a 100% solid liquid epoxy
coating applied by spray or brush. Lining to be repaired shall be roughed
and feathered into the sound coating to the satisfaction of the City to
' assure a durable mechanical bond. Field repairs shall be limited to
localized imperfections and joints. Extensive repairs shall be limited to
localized imperfections and joints. Extensive repair will be returned to the
manufacturer for a fusion process.
3 -6.5 Completing Exterior Joints
Exterior joints shall be cement -mortar lined after completion of the welding of the
i joint. The steel shall be cleaned with wire brushes and a cement and water wash
coat applied prior to applying the cement mortar. Where more than a 4 -inch joint
strip of mortar is required, welded wire mesh reinforcement having a 2 -inch by 4-
' inch pattern of No. 13 gage shall be placed over the exposed steel. The mesh shall
be installed so that the wires on the 2 -inch spacing run circumferentially around
the pipe. The wires on the 4 -inch spacing shall be crimped to support the mesh
' 3.8 inch from the metal surface. The surface shall then be coated with mortar, or a
pouted concrete encasement to cover all steel to a minimum thickness of 1 -1/2
inches. Exterior mortar shall be protected to retard drying while curing.
Concrete shall be poured and vibrated on one side of the closure assembly only,
until mortar is visible on the opposite side, after which the coating can be
completed over the top of the assembly.
' 3.6.6 Welding
1. Field welding of steel pipes and fittings shall conform to requirements of
' AWWA C206.
2. All welding shall be done by an unvarying arc- welding process which
excludes the atmosphere during the process of deposition and while the
metal is in a molten state. The size and type of electrode used, and the
' SP -30
Backfilling of the trench shall be completed in each reach of pipeline
before the interior joint recesses therein are pointed with mortar.
3. All mortar lining repairs and finishing shall be done using the mortar
specified in the previous paragraph.
4. Field applied interior mortar in the pipeline shall be cured by the curing
'
compound method. One (1) coat of curing compound may be applied by
brushing instead of spraying.
5. The City will field inspect and may TV inspect the interior mortar lining
prior to pressure testing of the new main.
6. Epoxy lined pipe shall be repaired using a 100% solid liquid epoxy
coating applied by spray or brush. Lining to be repaired shall be roughed
and feathered into the sound coating to the satisfaction of the City to
' assure a durable mechanical bond. Field repairs shall be limited to
localized imperfections and joints. Extensive repairs shall be limited to
localized imperfections and joints. Extensive repair will be returned to the
manufacturer for a fusion process.
3 -6.5 Completing Exterior Joints
Exterior joints shall be cement -mortar lined after completion of the welding of the
i joint. The steel shall be cleaned with wire brushes and a cement and water wash
coat applied prior to applying the cement mortar. Where more than a 4 -inch joint
strip of mortar is required, welded wire mesh reinforcement having a 2 -inch by 4-
' inch pattern of No. 13 gage shall be placed over the exposed steel. The mesh shall
be installed so that the wires on the 2 -inch spacing run circumferentially around
the pipe. The wires on the 4 -inch spacing shall be crimped to support the mesh
' 3.8 inch from the metal surface. The surface shall then be coated with mortar, or a
pouted concrete encasement to cover all steel to a minimum thickness of 1 -1/2
inches. Exterior mortar shall be protected to retard drying while curing.
Concrete shall be poured and vibrated on one side of the closure assembly only,
until mortar is visible on the opposite side, after which the coating can be
completed over the top of the assembly.
' 3.6.6 Welding
1. Field welding of steel pipes and fittings shall conform to requirements of
' AWWA C206.
2. All welding shall be done by an unvarying arc- welding process which
excludes the atmosphere during the process of deposition and while the
metal is in a molten state. The size and type of electrode used, and the
' SP -30
current and voltage required, shall in all cases be subject to the approval of
the City. The type of wire and flux to be used for automatic processes shall
' also be subject to the approval of the City.
'
3. Rusted or otherwise damaged electrodes shall not be used, and violation of
this provision shall be sufficient cause for rejection of the work. Used flux
from automatic welders shall be sifted free of fines and coarse pieces and
shall have all mill scale removed before reusing.
4. All welds shall be of uniform composition, neat, smooth, full strength,
'
ductile, and shall be made with a technique which will ensure uniform
distribution of load throughout the welded section with a minimum ten-
dency to produce eccentric stress or distortion in the weld or in the metal
'
adjacent thereto.
' 3 -6.7 Quality of Welds
1. There shall be no greater evidence of oxidation in the metal of the weld
' than in the metal of the unwelded plate. All welded joints shall be of a
type that will produce complete fusion of the plates and shall be free from
' unsound metal, pinholes, and cracks.
2. The finish of welded joints shall be reasonably smooth and free from
' grooves, depressions, burrs, and other irregularities, and there shall be no
valley or undercut in the center of edges of any weld.
3. All back chipping on both automatic and hand welding, whether for
repairs or preparation of the groove for the original weld, shall be subject
to inspection before being filled with weld metal. All butt welds shall be
back chipped with a round -nosed tool to sound metal and inspection
before welding the reverse side.
' 1. Field joints shall be lap welded slip, buttstrap or Camegie joints as shown
on the Plans.
'
2. At all single welded butt - strapped field joints, the outside weld or welds,
as the case may be, shall be made with one (1) downhand pass and one (1)
uphand pass. Fitting of butt straps shall be done with angle -bar clips and
bolts pulled tight; provide d that such angle -bar clips shall be removed to
the satisfaction of the City upon completion of welding. The use of chains
'
and jacks to pull up straps will not be permitted.
' SP -31
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1 3 -6.8 Hand Welding
t 1. In all hand welding, the metal shall be deposited in successive layers so
that there will be at least as many passes or beads in the completed weld as
' indicated in the following table:
Fillet Weld,
' Plate Thicknesses, Minimum Number
inches of passes
3/16 2
1/4 2
5/16 3
' 3/8 3
13/32 3
7/16 4
15/32 4
1/2 4
1/2 4
' More than 1/2 1 for each 1/8 inch and
any remaining fraction
1 thereof
' 2. For all hand butt welds and other hand welds where possible, except plain
90- degree fillet welds, the plate edges shall be so prepared that there will
be sufficient angle in the welding groove to prevent side arcing of the
' electrode and to permit penetration at the deepest point of the groove. All
such welds shall be back chipped with a round -nosed tool to clean metal
on the reverse side from the side of deepest penetration before any welding
' is done on said reverse side. Each hand pass and each back chipped
welding groove shall be subject to inspection before the ensuing pass is
made. Each hand pass shall be the full width of the weld.
' 3. For all hand welds, not more than 1/8" of metal shall be deposited in each
' pass. Each pass except the final one, whether in butt or fillet welds, shall
be thoroughly bobbed or peened to relieve shrinkage stresses to remove
dirt, slag, or flux before the succeeding bead is applied. Each pass shall be
' thoroughly fused into the plates at each side of the welding groove or fillet
and shall not be permitted to pile up in the center of the weld.
Undercutting along the side will not be permitted.
3 -6.9 Defects
' All porosity and cracks, trapped welding flux, or other defects in the welds shall
be completely chipped out in a manner which will permit proper and complete
' SP -32
repair by welding. Defective welds shall in general be repaired by hand welding;
provided that the repair of defects in automatic welds shall be made on automatic
' welding machines where, in the City's opinion, the defect is so extensive as to
make a hand repair undesirable.
' 3 -6.10 Contractor's Equipment
The Contractor's equipment for all welding and flame cutting shall be designed
and maintained in such conditions, at all times, as to permit qualified welding
operators to obtain the requirements prescribed in these specifications, and shall
' be approved by the City. The use of a semiautomatic welding process will not be
permitted. In all welding by an automatic process, both the rate of deposition of
weld metal and the rate of travel of the electrode shall be automatically controlled.
' The submerged melt process shall be used for automatic welding.
3 -6.11 Welders
1. Welding shall be done by skilled welders who have had adequate
experience in the method and materials to be used. All welding operators
shall be qualified under the standard qualification procedure of the latest
edition of the ASME Boiler and Pressure Vessel Code, Section IX,
' Welding Qualifications. Any welder or welding operator perfonning work
under this contract shall have been qualified for the process involved
within the past three (3) years.
t2. The Contractor, when required by the City, shall conduct tests of his
welders to determine their ability to produce welds that are in compliance
with these specifications. Tests shall be made in accord with the above -
named qualification procedure using machines and electrodes similar to
those that are to be used on the work and in the presence of the City, who
'
shall determine the quality of the work done. In lieu of test conducted in
the presence of the City, the City may require that welders be qualified
under the ASME qualification procedure by a testing agency approved by
the City. The specimens shall be welded in the same position in which the
welder is qualifying to work, and the same number of passes shall be used.
'
3 The City may call for additional test plates as the work progresses and
may demand the removal of any welder from the work under the contract
'
whose work on the pipe is not satisfactory, regardless of the quality of the
test welds. The Contractor shall furnish all materials and bear all expense
of qualifying welders.
'
4. The sequence of welding and all welding procedures shall be subject to
approval by the City.
SP -33
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3 -7 Installation of Polyvinyl Chloride PVC) Plastic Pressure Pipe
The installation of PVC pipe shall conform to Section 207 -21.6 of the Standard
Special Provisions.
3 -8 Testing and Disinfection Water Mains
3 -8.1 Water Mains
Water mains shall be pressure tested and disinfected in accord with Section 306-
1.4.5 and Section 306 -1.4.7 of the Standard Special Provisions.
3 -8.2 Test Pressure
The test pressure for this project as measured at the lowest elevation along the
pipeline shall be 225 psi.
3 -9 Painting and Coating
3 -9.1 General
All painting shall conform to Section 310 of the Standard Specifications except as
modified herein.
3 -9.2 Surfaces Not to be Painted
1. Copper, brass, bronze, stainless steel, chrome plated metal.
2. Work indicated or directed to be left unfinished.
3.9.3 Surface Preparation
1. Shop- Coated Metal:
Thoroughly degrease and clean of foreign matter. Clean and spot paint
field connections, welds, solder joints, burned or abraded portions with
same material used in shop coats. Prime surfaces with primer listed herein.
2. Uncoated Ferrous Metal:
Thoroughly degrease and clean of dirt, rust, mill scale, foreign matter,
using rotary brushes, solvent or sand blasting as necessary. Remove pits
and welding slag, and clean to bright metal before priming. Apply primer
within three hours after preparation.
SP -34
1 • •
3. Exterior Concrete Surfaces:
' All surfaces to be cleaned shall be wire brushed or sandblasted and
cleaned with an approved solvent to remove dust, dirt and oil.
4. Surfaces Not Mentioned:
Prepare in accordance with paint manufacturer's recommendations, and as
approved by the City.
3.9.4 Application
1. Examination of Surfaces:
Examine surfaces to be finished under this section and see that work of
other trades has been left or installed in satisfactory condition to receive
' paint or specified finishes. Before starting work notify, in writing, the City
of any surfaces unsatisfactory for proper paint finish. Application of first
coat of any finishing process constitutes acceptance of surface as it
' pertains to guarantee. This requirement does not relieve Contractor of
responsibility for proper preparation of surfaces.
2. Workmanship:
Unless otherwise specified, apply materials in accord with manufacturer's
instructions by brush, roller, or spray. If sprayed, obtain approval from the
' City before commencing work. Apply each coat at proper consistency, and
free of brush or roller marks, sags, runs or any other evidence of poor
workmanship. Avoid lapping paint on concrete, hardware and other
' surfaces not to be painted; apply masking as required. Maintain barricades
and wet paint signs for duration of need. Provide and transfer scaffolds,
staging and planking necessary for proper performance of this work.
' 3. Job Conditions:
' Apply paint to clean, dry, prepared surfaces only. Do not apply exterior
paint during rainy, damp, foggy or excessively windy weather. Arrange for
temporary heat required for interior painting.
4. Protection of Work:
' During painting operations, protect, as required, painting work and
property of others from any damage. In all cases, exercise care to prevent
' paint materials being spilled or spattered onto surfaces which are not to be
painted.
SP -35
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Fire Prevention:
Take all necessary precautions to prevent fire. At end of each day's work
remove oily rags, scrapings and other waste items soiled with paint from
premises, or store in metal containers with tightly fitting metal covers.
6. Cleaning and Touchup Work:
Make detailed inspection of paint finishes after painting work is
completed, carefully remove spatterings of paint material from adjoining
work particularly plumbing fixtures, trim, and finish metal surfaces), and
make good any damage thereto that may be caused by such cleaning
operations. Carefully touch up any abraded, stained or otherwise
disfigured painting work, as approved, and leave entire painting work in
first -class condition.
3 -10 Abandonment of Existing Facilities
The existing 24 -inch water main in West Coast Highway abandoned in place per
Section 306 -5 of the Standard Specifications. At the locations shown on the plans,
contractor shall brick and mortar the pipe ends of the abandoned 24 -inch water
main. The entire 24 -inch abandoned water main shall be filled completely with
one sack cement slurry. The slurry shall be installed wet enough to insure that it
does not bridge but rather fills the pipeline entirely.
3 -11 Grinding and Cold Planning of AC
Removals: Existing AC pavement shall be sawcut a minimum of two (2)
inches deep prior to removal. Final removal at the sawcut lines using
equipment such as hard -blow pavement breakers and/or stompers shall be
approved by the CNB.
'
The Contractor shall remove all unstable subgrade. The locations and
depth of unstable subgrade removal may vary as shown on the plans;
hence, the areas and depth shall be determined during construction by the
'
CNB. Pavement and unsalvageable materials that are removed shall
become the property of the Contractor and shall be disposed of at the
'
Contractor's expense.
2. Cold Plan Existing Pavement: The Contractor shall cold plane the limits
shown on the construction plans.
The surface of the pavement after planing shall be uniformly rough
'
grooved or ridged. The grade shall not deviate from a suitable straight
edge by more than 3/4 -inch at any point.
'
SP -36
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The planer machine shall be specially designed and built to perform cold
planing of bituminous or portland cement concrete pavement. The cutting
drum shall be a minimum 60 inches wide with carbide tip cutting teeth
placed in variable lacing pattern to produce various finishes. The machine
shall be capable of operation at speeds of from 0 to 40 FPM. It shall be
self - propelled and have a water spray at the cutting drum to minimize dust.
The machine shall be capable of removing the material next to the gutter
of the pavement being resurfaced and so designed that the operator thereof
can at all times observe the planing operation without leaving the controls.
The cutting drum shall be adjustable as to slope and depth and shall deep
cut in one pass a maximum of 2 inches without producing fumes, smoke
or dust. The planing machine shall have previously performed
satisfactorily on similar work.
The Contractor shall provide equipment) tools, a smaller machine to trim
' areas inaccessible to the larger machine along utility covers. The smaller
machine shall be equipped with a 12 -inch wide cutting drum.
During the cold plane operation, the Contractor shall sweep the street with
mechanical equipment and remove all loosened material from planed
' areas. All loosened materials shall be disposed of by the Contractor at an
approved disposal site.
The Contractor shall abate dust nuisance by cleaning, sweeping, sprinkling
with water, or other means as necessary.
' The work shall be done in accordance with Section 302 -5 and 400 -4 of the
Standard Specifications, except as modified and supplemented below:
' SP -37
Pavement and unsalvageable materials that are removed shall become the
'
property of the Contractor and shall be disposed of at the Contractor's
expense.
The Contractor shall be responsible for the protection of public and private
improvements adjacent to the work. If, during construction, damage occurs
'
to adjacent landscape, driveways, curb and gutters or parkways the
Contractor shall be responsible for restoring same to its condition prior to
construction.
3. Asphalt Concrete: Prior to placing the AC overlay, a tack coat of Type SS-
lh asphaltic emulsion at a rate not to exceed one tenth (1110) of a gallon
per square yard shall be uniformly applied to existing AC, and to portland
cement concrete edges against which asphalt concrete is to be placed. The
'
surface shall be free of all loose material or dust when the tack coat is
applied.
' The work shall be done in accordance with Section 302 -5 and 400 -4 of the
Standard Specifications, except as modified and supplemented below:
' SP -37
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a. The surface shall be free of all dirt, debris, water, and vegetation
1
prior to overlay.
b. The asphalt concrete base course reconstruction shall be with Type
1
Ill -B - AR4000.
1
C. The subgrade shall be compacted to a minimum of 95% prior to
constructing the asphalt concrete base course.
1
d. The asphalt concrete finish course shall be I11 -C3 -AR -4000. The
Contractor shall feather a minimum of five (5) feet when joining
existing pavement. In addition, longitudinal joints for the finished
1
course (where applicable) shall correspond with the edges of
proposed traffic lanes. No longitudinal joints will be allowed in
the wheel path.
1
3 -12
Removal of A.C. Pipe and Fittings
1
The Contractor is required to remove asbestos cement pipes during the
prosecution of his work. Removal of existing asbestos material shall be
performed by a Contractor registered by CAL /OSHA and certified by the State
1
Contractor's Licensing Board for asbestos removal. Copies of the certification
shall be submitted to the City prior to the commencement of any asbestos removal
1
activities. The Contractor shall comply with all State and Federal laws regarding
handling
all removal of asbestos materials.
1 The Contractor shall be responsible for the proper removal and disposal of all
asbestos materials. The Contractor shall handle the A.C. pipe in strict
conformance with all applicable CAL /OSHA, E.P.A. and governing health agency
1 requirements. The Contractor shall provide sufficient supervisions and
monitoring to assure conformance.
1
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11
1
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CITY OF NEWPORT BEACH
OFFICE OF THE CITY CLERK
P.O. BOX 1768, NEWPORT BEACH, CA 92658 -8915
December 15,1997
Trautwein Construction
14046 Santa Ana Avenue
Fontana, CA 92337
(714) 644 -3005
Subject: Contract No. 3150 - 24 -inch Water Transmission Main
Replacement in West Coast Highway at Newport
Boulevard
On October 27, 1997, the City Council of Newport Beach accepted the work of
the subject project and authorized the City Clerk to file a Notice of Completion
and to release the bonds 35 days after the Notice of Completion has been
recorded in accordance with applicable portions of the Civil Code.
The Notice of Completion was recorded by the Orange County Recorder on
November 10, 1997, Reference No. 19970570728. The Surety for the contract is
First National Insurance Company of America, and the bond number is 5800588.
Sincerely,
LaVonne M. Harkless, CMC /AAE
City Clerk
LH:lvi
cc: Public Works Department
3300 Newport Boulevard, Newport Beach
RECORDING REQUESTEL) BY AND Recorded in the county f orange, California
WHEN RECORDED RETURN TO: Gary L. Granville, Clerk /Recorder
lllllllllllllllllllllllllllllllllllllllll1111111111111111111111� No Fee
19970570726 09;22am 11/10/97
City Clerk 005 14012214 14 23
City of Newport Beach N12 1 6.00 0.00 0.00 0.00 0.00 0.00
3300 Newport Boulevard
Newport Beach, CA
"Exempt from recording fees pursuant
to Government. Code Section 6103"
NOTICE OF COMPLETION
NOTICE IS HEREBY GIVEN that the City of Newport Beach, 3300 Newport
Boulevard, Newport Beac? ., California, 92663, as Owner, and
Trautwein Construction as
Contractor, entered into a Contract on August 11, 1997
Said Contract set forth certain improvements, as follows:
24 -inch Water Transmission Main Replacement in West Coast Highway at
Newport Boulevard - Contract No. 3150
Work on said Contract was completed cn September 15, 1997
and was found to be acceptable on October 27, 1997
by the City Council. Title to said property is vested in the
Owner, and the Surety for said Contract is First National
Insurance Company of America �s^"'1 —4
M
euDilc WorKS uirecuor
City of Ne",mort Beach
VERIFICATION
I certify, under penalty of perjury, that the foregoing is true and
correct to the best of my knowledge.
Executed on
Newport Beach, California.
BY
City Clerk
i�
Pte,.. .._..nn....
FORN.r:
Ir
at
LJ
0
i
T 2 7 111-.7
s
1.0NLU ..
TO: Mayor and Members of the City Council
FROM: Public Works Department
Lj
October 27, 1997
CITY COUNCIL AGENDA
ITEM NO. 3
SUBJECT: COMPLETION AND ACCEPTANCE OF 24 -INCH WATER
TRANSMISSION MAIN REPLACEMENT IN WEST COAST HIGHWAY
AT NEWPORT BOULEVARD, CONTRACT NO. 3150
RECOMMENDATIONS:
1. Accept the work and authorize the City Clerk to file a Notice of Completion.
2. Authorize the City Clerk to release the "Payment Bond" 35 days after the Notice of
Completion has been recorded in accordance with applicable portions of the Civil
Code.
3. Authorize the City Clerk to release the "Performance Bond" 35 days after the
Notice of Completion has been recorded in accordance with applicable portions of
the Civil Code.
DISCUSSION:
On August 11, 1997, the City Council authorized the contract award of the 24 -Inch
Water Transmission Main Replacement in West Coast Highway at Newport Boulevard
to Trautwein Construction, of Fontana, California. The contract provided for the
installation of 195 feet of 24 -inch water transmission main, and 50 feet of 12 -inch
polyvinyl chloride (PVC) pipe, including all the necessary appurtenances. The
contract has now been completed to the satisfaction of the Public Works Department.
A summary of the contract cost is as follows:
Original bid amount: $93,000.00
Total amount of final change orders. 9,195.63
Total Paid to Contractor $102,195.63
The final construction cost, included one change order which was for concrete
removal, potholing and replacement of a 12 -inch collar. This cost was 9.89% more
than the original bid amount.
SUBJECT: COMPLETIOND ACCEPTANCE OF 24 -INCH WATER TF*MISSION MAIN
REPLACEMENT IN WEST COAST HIGHWAY, CONTRACT NO. 3150.
October 27, 1997
Page 2
The contract specified completion of all work within 30 calendar days from the date of
award. Based upon the August 11, 1997 award date, the completion date was
September 15, 1997. The pipe line work was completed by the scheduled completion
date.
Respectfully submitted,
PUBLIC WORKS DEPARTMENT
Don Webb, Director
go
I J. Sinacori, P.E.
Engineer
is
0
\1dp\sys\ groups\ pubworks \98- counc \oct- 27\24wchnoc.doc •
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• 0
August 11, 1997
CITY COUNCIL AGENDA
ITEM NO. 8
TO: Mayor & Members of the City Council
FROM: Public Works Department
SUBJECT: AWARD OF CONTRACT (CONTRACT NO. 3150)
24 -INCH WATER TRANSMISSION MAIN REPLACEMENT
IN WEST COAST HIGHWAY AT NEWPORT BOULEVARD
RECOMMENDATIONS:
1. Approve the Plans and Specifications.
r
2. Award Contract No. 3150 to Trautwein Construction of Fontana in the amount of
$93,000 and authorize the Mayor and the City Clerk to execute the contract on
behalf of the City.
PROJECT DESCRIPTION:
In preparation for relocating other utilities for the Arches Interchange Project, additional
potholes were dug to more precisely determine the locations of the many pipes in Coast
Highway. During this process it was determined that a 1926 vintage city water line
would be impacted by the new Coast Highway Bridge center support column.
The work to be performed under this contract includes the abandonment of an existing
24 -inch water transmission main, construction of a new 24 -inch cement mortar lined
and coated steel pipe with City furnished pipe and connections within West Coast
Highway and adjacent to Newport Boulevard. The work also includes construction of a
12 -inch polyvinylchloride (PVC) water main and appurtenances along West Coast
Highway. Attached is a sketch showing the work area.
DISCUSSION:
At 2:00 p.m. on July 30, 1997, the City Clerk opened and read bids for the Water
Transmission Main Project. A summary of the results is listed below and a more
detailed itemized bid summary is attached as Exhibit "A ":
Rank
Contractor /Bidder
Total Bid Price
low
Trautwein Construction
$ 93,000
2
Calfon Construction
$ 118,505
3
Murray Company
$ 124,850
4
Vido Artukovich & Son Inc./Vidmar Inc., a J.V.
$ 137,268
Four (4) bids were received. The lowest responsible bid was $93,000 and was 22%
below the Engineer's Estimate of $ 120,000.
THE LOW BIDDER:
The low bidder, Trautwein Construction of Fontana, California, is a qualified general
contractor licensed to do business in California. This company has successfully
• Page 2
24 -inch Water Transmission Main Replacement
Award of Contract (3150)
August 11, 1997
completed similar large diameter pipeline construction projects for other public water
agencies and municipalities in Southern California.
This firm has a good reputation in the contracting industry and has a significant amount
of experience with similar pipeline construction projects, including their current project
for the City, the 30 -Inch Water Main Replacement on East Coast Highway.
The insurance policies and bidders bond submitted by the contractor meet the City's
requirements. Staff believes that the contractor will be able to complete the proposed
work satisfactorily.
PROJECT CONSTRUCTION MANAGEMENT:
The project construction will be performed under the supervision of the City's Utilities
Division staff acting as the construction manager. Specialty inspection for the welding
of the steel pipe may also be required.
PROJECT COSTS & SCHEDULE:
The contractor's bid price for the project totaled $93,000. This price is below the
engineer's cost estimate by approximately $27,000. This is primarily due to the
Contractor already doing identical work in the City, which reduces mobilization costs.
The contract's time of completion for the project is thirty consecutive calendar days.
The City's project schedule proposes that the contractor's work be completed by the
end of September, 1997. This is compatible with the schedule for Arches Interchange
Project.
CONCLUSION:
Award of the contract at this time will allow the contractor to complete the work prior to
the start of work for the Arches Interchange project. Staff believes the contractor can
complete the project satisfactorily and recommends award of the contract to the
successful bidder, Trautwein Construction of Fontana, California.
The funds needed for completing this project are available in the Water Enterprise Fund
under the Capital Project Account No. 7501- C5500074 for the Water Main Master Plan
Replacement Program.
ReReqpectful�bmitted,
`PUBLIC WORKS DEPARTMENT
Don Webb, Dir�r�C��^'�'�
By:
Mic ael J. Sinacori, P.E.
Utilities Engineer
MJS:tam
Attachments: Exhibit "A ": ... Bid Summary
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• f
NOTICE INVITING BIDS
Sealed Bids may be received at the office of the City Clerk,
3300 Newport Boulevard, Post Office Box 1768, Newport Beach, California 92658 -8915
until 11:15 a.m. on the 18t1h day of Lug , 1997,
at which time no more will be accepted for:
24 -INCH WATER TRANSMISSION MAIN REPLACEMENT
IN WEST COAST HIGHWAY AT NEWPORT BLVD.
PIPE PROCUREMENT
Title of Project
C -3150
Contract No.
Approved by the Public Works Department
this 10th day of July, 1997
Prospective bidders may obtain one set of contract documents at no cost at
the office of the Public Works Department, 3300 Newport Boulevard,
Post Office Box 1768, Newport Beach, California 92658 -8915
For further information, call Michael J. Sinacori at (714) 644 -3342.
Project Manager
0
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
E
24 -INCH WATER TRANSMISSION MAIN REPLACEMENT
IN WEST COAST HIGHWAY AT NEWPORT BOULEVARD
CONTRACT NO. C -3150
PROPOSAL
To the Honorable City Council
City of Newport Beach
3300 Newport Boulevard
P.O. Box 1768
Newport Beach, California 92663 -8915
Gentlemen:
The undersigned declares that he has carefully examined the location of the work,
has read the Instructions to the Bidders, has examined the Plans and Special
Provisions, and hereby proposes to furnish all materials and shall perform all work
required to complete Contract No. C -3110 in accord with the Plans and Special
Provisions, and will take in full payment therefore the following unit prices for the
work, complete in place, to wit:
NOTE: All applicable sales taxes, State and /or Federal, and any other special taxes,
patent rights or royalties shall be included in the prices quoted in this proposal.
SCHEDULE OF WORK ITEMS
ITEM APPROXIMATE
NO. QUANTITY DESCRIPTION
UNIT TOTAL
PRICE AMOUNT
1. Lump Sum Mobilization, demobilization and
cleanup for the lump sum price of
Eight Thousand Dollars
and
No Cents
Lump Sum
PI -a
L.S. $ 8,000.00
Ll
SCHEDULE OF WORK ITEMS
0
ITEM APPROXIMATE
NO. QUANTITY
UNIT TOTAL
DESCRIPTION PRICE AMOUNT
2. 195 L.F.*
Install City furnished 24 -inch CML &C
steel pipe complete in place for the
unit price of
Two Hundred Dollars
and
No Cents $ 200.00 $39,000.00
Linear Foot
3. 50 L.F. Furnish and install 12 -inch polyvinyl
chloride (PVC) pipe, Class 200 including
12" Butterfly valve complete in place
for unit price of
Two Hundred Dollars
and
No Cents $ 200.00 $10,000.00
Linear Foot
4. Lump Sum Install connection to existing 24 -inch
CML &C steel pipe complete in place
for the lump sum price of
Five Thousand Dollars
and
No Cents L.S.
Lump Sum
$5.000.00
*24 -inch CML &C steel pipe has been purchased by the City of Newport Beach.
Pl -b
SCHEDULE OF WORK ITEMS
ITEM APPROXIMATE UNIT TOTAL
NO. QUANTITY DESCRIPTION PRICE AMOUNT
5. Lump Sum Install connections to existing 12 -inch
ACP in West Coast Highway complete
in place for the unit price of
Eight Thousand Dollars
and
No Cents L.S. $8,000.00
Per Each
6. Lump Sum Pressure test, disinfect and flush new
24 -inch water main and 12 -inch water
main complete in place for the
lump sum price of
Three Thousand Dollars
and
No Cents L.S. $3.000.00
Lump Sum
7. Lump Sum Provide traffic control for the project
for the lump sum price of
Four Thousand Dollars
and
No Cents L.S. $4.000.00
Lump Sum
Pl -c
9 9
SCHEDULE OF WORK ITEMS
ITEM APPROXIMATE
NO. QUANTITY DESCRIPTION
UNIT TOTAL
PRICE AMOUNT
8. Lump Sum Excavation safety measures including
adequate sheeting, shoring and bracing
or equivalent methods for the
protection of the life and limb which
shall comply with applicable safety orders
for the lump sum price of
Seven Thousand Dollars
and
No Cents L.S. $7.000.00
Lump Sum
9. Lump Sum Remove and replace existing curb, gutter
and sidewalk complete in place for the
lump sum price of
Two Thousand Dollars
and
No Cents L.S. $2,000.00
Lump Sum
10. Lump Sum Protect in place or replace in kind
existing landscaping complete in place
for the lump sum price of
Two Thousand Dollars
and
No Cents L.S. $2,000.00
Lump Sum
P1 -d
0
SCHEDULE OF WORK ITEMS
0
ITEM APPROXIMATE UNIT TOTAL
NO. QUANTITY DESCRIPTION PRICE AMOUNT
11. Lump Sum Abandon in place or remove if
interfering, the existing 24 -inch water
main and fill with one sack cement s
slurry complete in place for the lump
sum price of
Five Thousand Dollars
and
No Cents L.S.
Lump Sum
TOTAL PRICE IN WRITTEN WORDS
(Bid Items 1 -11)
$ 5,000.00
Ninety- -Three Thousand Dollars
and
No Cents Total Price $ 93,000.00
I declare under penalty of perjury that all representation made above are true and
correct.*
*Effective January 1, 1990, Business and Professional Code Section 702.8.15 provides
that any bid not containing the above requested information, or a bid containing
information which is subsequently proven false, shall be considered non - responsive
and shall be rejected.
Bidder's Name TRAUTWEIN CONSTRUCTION
Bidder's Address 14046 SANTA ANA AVENU
FONTANA, CA 92337
Bidder's Telephone & Fax Numbers (909) 829 -8258 / 909) 829 -8278 FAX
Contractor's License No. & Classification 605199 A 10/31/97
7/30/97
Date
PI-e
Expiration Date
S/ MARK TRAUTWEIN
Authorized Signature & Title
Page 2
INSTRUCTIONS TO BIDDERS
The following documents shall be completed, executed and received by the City
Clerk in accordance with NOTICE INVITING BIDS:
PROPOSAL (Page 1)
INSTRUCTIONS TO BIDDERS (Page 2)
DESIGNATION OF SUBCONTRACTORS (Page 3)
BIDDER'S BOND (Page 4)
NON - COLLUSION AFFIDAVIT (Page 5)
TECHNICAL ABILITY AND EXPERIENCE REFERENCES (Page 6)
except that cash, certified check or cashier's check (sum not less than 10% of the total
bid price) may be received in lieu of the BIDDER'S BOND. The title of the project and
the words "Sealed Bid" shall be clearly marked on the outside of the envelope
containing the documents.
The City of Newport Beach will not permit a substitute format for the Contract
Documents listed above. Bidders are advised to review their content with bonding
and legal agents prior to submission of bid.
BIDDER'S BOND shall be issued by an insurance organization or surety (1)
currently authorized by the Insurance Commissioner to transact business of
insurance in the State of California, and (2) listed as an acceptable surety in the latest
revision of the Federal Register Circular 570.
The estimated quantities indicated in the PROPOSAL are approximate and are
given solely to allow the comparison of total bid prices.
Bids are to be computed upon the estimated quantities indicated in the
PROPOSAL multiplied by unit price submitted by the bidder. In the event of
discrepancy between wording and figures, bid wording shall prevail over bid figures.
In the event of error in the multiplication of estimated quantity by unit price, the correct
multiplication will be computed and the bids will be compared with correctly multiplied
totals. The City shall not be held responsible for bidder errors and omissions in the
PROPOSAL.
The City of Newport Beach reserves the right to reject any or all bids and to
waive any minor irregularity or informality in such bids. Pursuant to Public Contract
Code Section 22300, at the request and expense of the Contractor, securities shall be
permitted in substitution of money withheld by the City to ensure performance under
the contract. The securities shall be deposited in a state or federal chartered bank in
California, as the escrow agent.
5/91
E
0
Page 2A
In accordance with the California Labor Code (Sections 1770 et seq.), the
Director of Industrial Relations has ascertained the general prevailing rate of per diem
wages in the locality in which the work is to be performed for each craft, classification,
or type of workman or mechanic needed to execute the contract. A copy of said
determination is available in the office of the City Clerk. All parties to the contract shall
be governed by all provisions of the California Labor Code relating to prevailing wage
rates (Sections 1770 -7981 inclusive).
The Contractor shall be responsible for insuring compliance with provisions of
Section 1777.5 of the Labor Code Apprenticeship requirements and Section 4100 et
seq. of the Public Contracts Code, "Subletting and Subcontracting Fair Practices Act."
All documents shall bear signatures and titles of persons authorized to sign on
behalf of the bidder. For corporations, the signatures shall be of a corporate officer or
an individual authorized by the corporation. For partnerships, the signatures shall be
of a general partner. For sole ownership, the signature shall be of the owner.
605199 A
Contractor's License No. & Classification
TRAUTWEIN CONSTRUCTION
Bidder
7/30/97
Date
5/97
S /MARK TRAUTWEIN
Authorized Signature/Title
Page 3
DESIGNATION OF SUBCONTRACTOR(S)
State law requires the listing of all subcontractors who will perform work in an
amount in excess of one -half of one percent of the Contractor's total bid. If a
subcontractor is not listed, the Contractor represents that he /she is fully qualified to
and will be responsible for performing that portion of the work. Substitution of
subcontractors shall be made only in accordance with state law and /or the Standard
Specifications for Public Works Construction, as applicable.
Pursuant to Public Contract Code Section 22300 appropriate securities may be
substituted for any monies to be withheld to endure performance under the Contract.
The Bidder, by signing this designation, certifies that bids from the following
subcontractors have been used in formulating the bid for the project and that these
subcontractors will be used subject to the approval of the Engineer and in accordance
with state law. No changes may be made in these subcontractors except with prior
approval of the City of Newport Beach.
Subcontract Work
1.
2.
3.
4.
5.
6.
7.
S.
9.
10.
TRAUTWEIN CONSTRUCTION
Bidder
5/97
Subcontractor
Address
S/MARK TRAUTWEIN
Authorized Signature/Title
Page 4
BIDDER'S BOND
We, the undersigned Principal and Surety, our successors and assigns,
executors, heirs and administrators, agree to be jointly and severally held and firmly
bound to the City of Newport Beach, a charter city, in the principal sum of TEN
PERCENT OF THE AMT. BID dollars ($ 10% OF BID), to be paid and forfeited to the
City of Newport Beach if the bid proposal of the undersigned Principal for the
construction of the 24 -INCH WATER TRANSMISSION MAIN REPLACEMENT IN WEST
COAST HIGHWAY AT NEWPORT BOULEVARD, CONTRACT NO. C -3150 project in the
City of Newport Beach, is accepted by the City Council of the City of Newport Beach
and the proposed contract is awarded to the Principal, and the Principal fails to duly
enter into and execute the Contract Documents for the construction of the project in
the form required within ten (10) days (not including Saturday, Sunday, and federal
holidays) after the date of the mailing of Notice of Award; otherwise this obligation
shall become null and void.
If the undersigned Principal executing this Bond is executing this Bond as an
individual, it is agreed that the death of any such Principal shall not exonerate the
Surety from its obligations under this Bond.
Witness our hands this 30TH day of JULY, 1997,
TRAUTWEIN CONSTRUCTION FIRST NATIONAL INSURANCE CO. OF AMERICA
Principal Surety
SIMARK TRAUTWEIN
Authorized Signature
MARK TRAUTWEIN, OWNER
Print Name & Title
5/97
SIMICHAEL D. STRONG
Authorized Signature
MICHAEL D. STRONG, ATTORNEY -IN -FACT
Print Name & Title
Signature of Attorney in -fact
(Notary acknowledgment of Principal & Surety must be attached)
•
State of California
NON - COLLUSION AFFIDAVIT
ss.
County of SAN BERNARDINO
Page 5
MARK TRAUTWEIN, being first duly sworn, deposes and says that he or she is
OWNER of TRAUTWEIN CONSTRUCTION, the party making the foregoing bid; that the
bid is not made in the interest of, or on behalf of, any undisclosed person,
partnership, company, association, organization, or corporation; that the bid is
genuine and not collusive or sham; that the bidder has not directly or indirectly
induced or solicited any other bidder to put in a false or sham bid, and has not directly
or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else
to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not
in any manner, directly or indirectly, sought by agreement, communication, or
conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any
overhead, profit, or cost element of the bid price, or of that of any other bidder, or to
secure any advantage against the public body awarding the contract of anyone
interested in the proposed contract; that all statements contained in the bid are true;
and, further, that the bidder has not, directly or indirectly, submitted his or her bid price
or any breakdown thereof, or the contents thereof, or divulged information or data
relative thereto, or paid, and will not pay, any fee to any corporation, partnership,
company association, organization, bid depository, or to any member or agent thereof
to effectuate a collusive or sham bid.
I declare under penalty of perjury of the laws of the State of California that the
foregoing is true and correct.
TRAUTWEIN CONSTRUCTION S/MARK TRAUTWEIN
Bidder Authorized Signature/Title
Subscribed and sworn to before me this 30 day of JULY, 1997.
[SEAL]
S /BRIAN ESHLEMAN
Notary Public
My Commission Expires: 3/5/99
5/9]
0
Page 6
TECHNICAL ABILITY AND EXPERIENCE REFERENCES
The undersigned submits herewith a statement of the work of similar character
to that proposed herein which he /she has performed and successfully completed.
Year For Whom Person
Completed Performed (Detail) To Contact
Telephone
Number
97 City of Montclair Don Gdula 909 - 625 -9442
97 San Bernardino Water James Dye 909 - 384 -5391
96 Rubidoux Comm. Serv. Dist. Steve Appel 909 - 684 -7580
RN
of Fontana
Bucknell 909 - 350 -7610
96 Santa Ana Watershed Project Authority - richard Smith 909 - 785 -5411
TRAUTWEIN CONSTRUCTION
Bidder
5/9]
S/MARK TRAUTWEIN
Authorized Signature(fitle
0 0
Page 7
NOTICE TO SUCCESSFUL BIDDER
The following Contract Documents shall be executed and delivered to the
Engineer within ten (10) days (not including Saturday, Sunday and federal holidays)
after the date of mailing Notice of Award to the successful bidder:
LABOR AND MATERIALS PAYMENT BOND (Page 8)
FAITHFUL PERFORMANCE BOND (Page 9)
CERTIFICATE OF INSURANCE (Page 10)
GENERAL LIABILITY INSURANCE ENDORSEMENT (Page 11)
AUTOMOBILE LIABILITY INSURANCE ENDORSEMENT (Page 12)
CONTRACT (Page 13)
The City of Newport Beach will not permit a substitute format for these Contract
Documents. Bidders are advised to review their content with bonding, insuring and
legal agents prior to submission of bid.
The Labor and Materials Payment Bond and Faithful Performance Bond shall
be issued by an insurance organization or surety (1) currently authorized by the
Insurance Commissioner to transact business of insurance in the State of California,
and (2) listed as an acceptable surety in the latest revision of the Federal Register
Circular 570.
Pursuant to Public Contract Code Section 22300, appropriate securities may
be substituted for any monies to be withheld to ensure performance under the
Contract
Insurance companies affording coverage shall be (1) currently authorized by
the Insurance Commissioner to transact business of insurance in the State of
California, and (2) assigned Policyholders' Rating A (or higher) and Financial Size
Category Class VII (or larger) in accordance with the latest edition of Best's Key Rating
Guide: Property - Casualty. Coverages shall be provided as specified in the Standard
Specifications for Public Works Construction, except as modified by the Special
Provisions.
5197
0 0
EXECUTED IN FOUR COUNTERPARTS
Page 8
BOND NO. 5800588 PREMIUM INCLUDED IN
PERFORMANCE BOND
LABOR AND MATERIALS PAYMENT BOND
WHEREAS, the City Council of the City of Newport Beach, State of California, by
motion adopted August 11, 1997 has awarded to TRAUTWEIN CONSTRUCTION
hereinafter designated as the "Principal," a contract for the 24 -INCH WATER
TRANSMISSION MAIN REPLACEMENT IN WEST COAST HIGHWAY AT NEWPORT
BOULEVARD, CONTRACT NO. C -3150 in the City of Newport Beach, in strict conformity
with the plans, drawings, specifications and other Contract Documents in the office of
the Public Works Department of the City of Newport Beach, all of which are
incorporated herein by this reference.
WHEREAS, Principal has executed or is about to execute Contract No. C -3150
and the terms thereof require the furnishing of a bond, providing that if Principal or any
of Principal's subcontractors, shall fail to pay for any materials, provisions, or other
supplies used in, upon, for, or about the performance of the work agreed to be done,
or for any work or labor done thereon of any kind, the Surety on this bond will pay the
same to the extent hereinafter set forth:
NOW, THEREFORE, we the undersigned Principal, and, FIRST NATIONAL
INSURANCE COMPANY OF AMERICA duly authorized to transact
business under the laws of the State of California, as Surety, (referred to herein as
"Surety ") are held firmly bound unto the City of Newport Beach, in the sum of NINETY -
THREE THOUSAND AND N01100 - - - - - - - - - - - Dollars ($93,000.00 ),
lawful money of the United States of America, said sum being equal to 100% of the
estimated amount payable by the City of Newport Beach under the terms of the
Contract; for which payment well and truly to be made, we bind ourselves, our heirs,
executors and administrators, successors, or assigns, jointly and severally, firmly by
these present.
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal or the
Principal's subcontractors, fail to pay for any materials, provisions, or other supplies,
implements or machinery used in, upon, for, or about the performance of the work
contracted to be done, or for any other work or labor thereon of any kind, or for
amounts due under the Unemployment Insurance Code with respect to such work or
labor, or for any amounts required to be deducted, withheld and paid over to the
Employment Development Department from the wages of employees of the Principal
and subcontractors pursuant to Section 13020 of the Unemployment Insurance Code
with respect to such work and labor, then the Surety will pay for the same, in an
amount not exceeding the sum specified in this Bond, and also, in case suit is
brought to enforce the obligations of this Bond, a reasonable attorney's fee, to be fixed
by the Court as required by the provisions of Section 3250 of the Civil Code of the
State of California.
5/97
STATE OF _
COUNTY OF
CALIFORNIA
RIVERSIDE
I SS.
V p n ROSEMARY STANDLEY
On q . = L6 before me, _ —
PERSONALLY
MICHAEL D. STONG
personally known to me (or proved to me on the basis of
satisfactory evidence) to be the person(s) whose name(s)
is /are subscribed to the within instrument and acknowl-
edged to me that he /she /they executed the same in his/
her /their authorized capacity(ies), and that by his /her/
their signature(s) on the instrument the person(s), or the
entity upon behalf of which the person(s) acted, executed
the instrument.
WITNESS my hand and official seal.
Signature
OPTIONAL
ILEY
�!JE COUNTY
My Cann. Expires June 7, 20oo
This area for Official Notarial Seal
Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent
fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER
❑ INDIVIDUAL
❑ CORPORATE OFFICER
TITUE(S)
❑ PARTNER(S) ❑ LIMITED
❑ GENERAL
ATTORNEY -IN -FACT
TRUSTEE(S)
❑ GUARDIAN /CONSERVATOR
❑ OTHER:
SIGNER IS REPRESENTING:
NAME OF PERSON(S) OR EWITY(IES)
DESCRIPTION OF ATTACHED DOCUMENT
TITLE OR TYPE OF DOCUMENT
NUMBER OF PAGES
DATE OF DOCUMENT
SIGNER(S) OTHER THAN NAMED ABOVE
RaosR Re,. 6/94 ALL- PURPOSE ACKNOWLEDGEMENT
0
0
The Bond shall inure to the benefit of any and all persons, companies, and
corporations entitled to file claims under Section 3181 of the California Civil Code so
as to give a right of action to them or their assigns in any suit brought upon this Bond,
as required by and in accordance with the provisions of Sections 3247 et. seq. of the
Civil Code of the State of California.
And Surety, for value received, hereby stipulates and agrees that no change,
extension of time, alterations or additions to the terms of the Contract or to the work to
be performed thereunder or the specifications accompanying the same shall in any
wise affect its obligations on this Bond, and it does hereby waive notice of any such
change, extension of time, alterations or additions to the terms of the Contract or to
the work or to the specifications.
In the event that any principal above named executed this Bond as an
individual, it is agreed that the death of any such principal shall not exonerate the
Surety from its obligations under this Bond.
IN WITNESS WHEREOF, this instrument has been duly executed by the above
named Principal and Surety, on the 20thday of AUGUST , 1997.
TRAUTWEIN CONSTRUCTION
Name of Contractor (Principal) Authorized ature
MgIY -regU--r-WErkl , oul�lEe
Print Name & Title
FIRST NATIONAL INSURANCE COMPANY OF AMERICA Z
Name of Surety Authorize Ag n "Signature
MICHAEL D. STONG, ATTORNEY -IN -FACT
Print Name & Title
4 HUTTON CENTRE, SUITE 250 -B, SANTA ANA, CA 92707
(7I4) 437 -3044
Address of Surety Telephone
NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED
5/97
0
EXECUTED IN FOUR COUNTERPARTS
0
Page 9
BOND NO. 5800588 PREMIUM: $2,325.00
FAITHFUL PERFORMANCE BOND
WHEREAS, the City Council of the City of Newport Beach, State of California, by
motion adopted August 11, 1997 has awarded to TRAUTWEIN CONSTRUCTION
hereinafter designated as the "Principal ", a contract for 24-INCH WATER
TRANSMISSION MAIN REPLACEMENT IN WEST COAST HIGHWAY AT NEWPORT
BOULEVARD, CONTRACT NO. C -3150 in the City of Newport Beach, in strict conformity
with the plans, drawings, specifications, and other Contract Documents maintained in
the Public Works Department of the City of Newport Beach, all of which are
incorporated herein by this reference.
WHEREAS, Principal has executed or is about to execute Contract No. C -3150
and the terms thereof require the furnishing of a Bond for the faithful performance of
the Contract;
NOW, THEREFORE, we, the Principal, and FIRST NATIONAL INSURANCE
COMPANY OF AMERICA duly authorized to transact business
under the laws of the State of California as Surety (hereinafter "Surety "), are held and
firmly bound unto the City of Newport Beach, in the sum of NINETY -THREE THOUSAND
AND N01100 - - - - - - -- -- - - - - Dollars ($ 93,000.00 - -), lawful money of
the United States of America, said sum being equal to 100% of the estimated amount
of the Contract, to be paid to the City of Newport Beach, its successors, and assigns;
for which payment well and truly to be made, we bind ourselves, our heirs, executors
and administrators, successors, or assigns, jointly and severally, firmly by these
present.
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal, or the
Principal's heirs, executors, administrators, successors, or assigns, fail to abide by,
and well and truly keep and perform any or all the work, covenants, conditions, and
agreements in the Contract Documents and any alteration thereof made as therein
provided on its part, to be kept and performed at the time and in the manner therein
specified, and in all respects according to its true intent and meaning, or fails to
indemnify, defend, and save harmless the City of Newport Beach, its officers,
employees and agents, as therein stipulated, then, Surety will faithfully perform the
same, in an amount not exceeding the sum specified in this Bond; otherwise this
obligation shall become null and void.
As a part of the obligation secured hereby, and in addition to the face amount
specified in this Performance Bond, there shall be included costs and reasonable
expenses and fees, including reasonable attorneys fees, incurred by the City, only in
the event the City is required to bring an action in law or equity against Surety to
enforce the obligations of this Bond.
5/97
STATE OF
CALIFORNIA
COUNTY OF _ RIVERSIDE
I SS.
On •O 4 wI/� ] , before me, ROSEMARY STANDLEY
PERSONALLY APPEARED
MICHAEL D. STONG
personally known to me (or proved to me on the basis of
satisfactory evidence) to be the person(s) whose name(s)
is /are subscribed to the within instrument and acknowl-
edged to me that he /she /they executed the same in his/
her /their authorized capacity(ies), and that by his /her/
their signature(s) on the instrument the person(s), or the
entity upon behalf of which the person(s) acted, executed
the instrument.
WITNESS my hand and official seal.
Signatur :IJU iii`
OPTIONAL
E / `r,'/ Iiki%I PLEY
My CO.= GPrez Jvna 1. M
This area for Official Notarial Seal
Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent
fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER
❑ INDIVIDUAL
❑ CORPORATE OFFICER
❑ PARTNER(S)
TI .E(S)
❑ LIMITED
❑ GENERAL
ATTORNEY -IN -FACT
TRUSTEE(S)
GUARDIAN /CONSERVATOR
OTHER:
SIGNER IS REPRESENTING:
NAME OF PERSON(S) OR ErmI (IES)
DESCRIPTION OF ATTACHED DOCUMENT
TITLE OR TYPE OF DOCUMENT
NUMBER OF PAGES
DATE OF DOCUMENT
SIGNER(S) OTHER THAN NAMED ABOVE
ID -081 Rev.6 /94 ALL - PURPOSE ACKNOWLEDGEMENT
Page 9A
Surety, for value received, stipulates and agrees that no change, extension of
time, alterations or additions to the terms of the Contract or to the work to be
performed thereunder or to the specifications accompanying the same shall in any
way affect its obligations on this Bond, and it does hereby waive notice of any such
change, extension of time, alterations or additions of the Contract or to the work or to
the specifications.
This Faithful Performance Bond shall be extended and maintained by the
Principal in full force and effect for six (6) months following the date of formal
acceptance of the Project by the City.
In the event that the Principal executed this Bond as an individual, it is agreed
that the death of any such Principal shall not exonerate the Surety from its obligations
under this Bond.
IN WITNESS WHEREOF, this instrument has been duly executed by the
Principal and Surety above named, on the 20th day of AUGUST , 1997.
TRAUTWEIN CONSTRUCTION
Name of Contractor (Principal)
FIRST NATIONAL INSURANCE COMPANY OF AMERICA
Name of Surety
' 1; �')'o tl - Z4� � L
Authorized SW4fure
Print Name & Title
r.
Authorized Agent`Spnature
V
MICHAEL D. STONG, ATTORNEY -IN -FACT
Print Name & Title
4 HUTTON CENTRE, STE 250 -B, SANTA ANA, CA 92707 (714) 437 -3044
Address of Surety Telephone
NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED
5197
0 10
POWER OF FIRST NATIONAL INSURANCE COMPANY OF AMERICA
ATTORNEY 4333 BROOKLYN AVE NE
SEATTLE. WASHINGTON 98105
4333 Biooklyn Avcnm N.E.
SeatUq W A 9s 105 No. 6966
KNOW ALL BY THESE PRESENTS:
That FIRST NATIONAL INSURANCE COMPANY OF AMERICA, a Washington corporation, does hereby appoint
-9 ........... 4— ....... 0 ..... MICHAEL D. STONG; Riverside, Cal lfornlaNY....ON- ........ M........
its true and lawful attorneys) -in -fact, with full authority to execute on behalf of the company fidelity and surety bonds or undertakings
and other documents of a similar character issued by the company in the course of its business, and to bind FIRST NATIONAL
INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duly executed by its regularly elected officers at
ITS home Office.
IN WITNESS WHEREOF, FIRST NATIONAL INSURANCE COMPANY OF AMERICA has executed and attested these presents
this 7th day of February . 19 96
CERTIFICATE
Extract from the By -Laws of FIRST NATIONAL INSURANCE COMPANY OF AMERICA:
"Article V. Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President. the Secretary, and any Assistant Vice
President appointed for that purpose by the officer in charge of surety operations. shall each have authority to appoint individuals as
attorneys-in -fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and
other documents of similar character issued by the company in the course of its business . On arty instrument making or evidencing
such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking
of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced: provided. however,
that the seal shall not be necessary to the validity of any such instrument or undertaking,"
Extract from a Resolution Of the Board of Directors of
FIRST NATIONAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970
"On any certificate executed by the Secretary or an assistant secretary of the Company setting out,
(i) The provisions of Article V. Section 13 of the By -Laws. and
(ii) A copy of the power -of- attorney appointment, executed pursuant thereto. and
(iii) Certifying that said power - of - attorney appointment is in full force and effect,
The signature of the certifying officer may be by facsimile, and the seal Of the Company may be a facsimile thereof."
I, R. A. Pierson, Secretary of FIRST NATIONAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing exiracls of
The By -Laws and of a Resolution of the Board of Directors of this corporation, and of a Power of Attorney issued pursuant thereto,
are true and correct, and that both the By -Laws. the Resolution and the Power of Attorney are still in full force and effect.
IN WITNESS WHEREOF, I have hereunto set rry, hand and affixed the facsimile seal of said corporation
this i7 t.J I!'� day of � ,� ?/ ✓,y 19 1
i
S- 1049 /EP 11/95
ERTIFI0A OF INSUkmC II/ 5/97
PRODUCER COMPANIES AFFORDING COVERAGE
SCHRIMMER INSURANCE AGENCY, INC. COMPANY A SCOTTSDALE INSURANCE
P.O. BOX 788 LETTER
LA HABRA, CA 90633 COMPANY B
TRANSPORTATION INSURANCE COMPANY
LETTER
LET-MR
INSURED
COMPANY
C CHUBB GROUP OF INSURANCE
MARK TRAUTWEIN
LETTER
COMPANY D
DBA: TRAUTWEIN CONSTRUCTION
14046 SANTA ANA AVENUE
—
COMPANY
FONTANA, CA 92337
LETTER
CQVERAGES '' ;
THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE
TERMS, EXCLUSIONS, AND CONDITIONS OF SUCH POLICIES AND IS NOT AMENDED, EXTENDED OR ALTERED BY THIS CERTIFICATE.
Co
TYPE OF INSURANCE
POLICY
NUMBER
EFFECTIVE
DATE
EXPIRATION
DATE
ALL LIMITS IN THOUSANDS
w
A
GENERAL LIABILITY
( OCCURENCE BASIS ONLY)
GENERAL AGGREGATE
$2,000,
COMMERCIAL
CLS277861
1/22/97
1/22/98
COMPREHENSIVE
PRODUCTS /COMPLETED
OPERATIONS AGGREGATE
$1,000,
OWNERS B CONTRACTORS
PERSONAL INJURY
$1,000,
PROTECTIVE
CONTRACTUAL FOR SPECIFIC
CONTRACT
$1,000,
PRODUCTS /COMPLETED OPERATION
EACH OCCURENCE
X XCU HAZARDS
FIRE DAMAGE
BROAD FORM PROPERTY DAMAGE
SEVERABILITY OF INTEREST CLAUSE
(ANYONE FIRE)
(ANYONE FIRE)
X P. I. WITH EMPLOYEE EXCLUSION
'SQ,
MEDICAL EXPENSES
$ k'
REMOVED
MARINE
(ANY ONE PERSON)
BILITY
AUTOMOBILE LIABILITY
COMBINED $1 QQO
SINGLE LIMIT > ,
B
BODILY INJURY
$
X ANY AUTO
07825093
12/1/96
12/1/97
X ALL OWNED AUTOS
(PER PERSON)
BODILY INJURY $
X SCHEDULED AUTOS
'
X HIRED AUTOS
(PER ACCIDENT)
6
NON -OWNED AUTOS
�
PROPERTY $
GARAGE LIABILITY
DAMAGE
C
EXCESS LIABILITY
7975 -74 -90
12/1/96
12/1/97
EACH
OCCURENCE
AGGREGATE
UMBRELLA FORM
- $ 1,000,
S 1,000,
OTHER THAN UMBRELLA FORM
STATUTORY
B
WORKERS'C08MPENSATION
1 36936876
12/1/96
12/1/97
$1 000
EACH ACCIDENT
EMPLOYERS' LIABILITY
$1,000,
DISEASE - POLICY LIMIT
$ 1,000,
DISEASE -EACH EMPLOYEE
OTHER
DESCRIPTION OF OPERATIONS /LOCATIONSNEHICLES /RESTRICTIONS /SPECIAL ITEMS: ALL OPERATIONS PERFORMED FOR THE CITY OF
NEWPORT BEACH BY OR ON BEHALF OF THE NAMED INSURED IN CONNECTION WITH, BUT NOT LIMITED TO THE FOLLOWING CONTRACT:
24" Water Transmission Main Replacement in West Coast Highway at Newport Boulevard C -3150
PROJECT TITLE AND CONTRACT NUMBER
CERTTFICATTiHOLDER `rl.
CITY OF NEWPORT BEACH
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE NON - RENEWED, CANCELLED OR
COVERAGE REDUCED BEFORE THE EXPIRATION DATE THE COMPANY AFFORDING
P.O. BOX 1768
COVERAGE SHALL PROVIDE 30 DAYS MINIMUM ADVANCE NOTICE TO THE CITY OF
3300 NEWPORT BOULEVARD
NEWPORT BEACH BY FIRST CLASS MAIL.-
NEWPORT BEACH, CALIFORNIA 92658 -8915
s�/r II/25/97
..: 2 \ -�I
ATTENTION:
AUTHORIZED REPRESENTATIVE ISSUE DATE
•
GENERAL LIABILITY INSURANCE ENDORSEMENT
It is agreed that:
Page 11
1. With respect to such insurance as is afforded by the policy for General Liability,
the City of Newport Beach, its officers and employees are additional insureds,
but only with respect to liability arising out of operations performed by or on
behalf of the named insureds in connection with the contract designated below
or acts and omissions of the additional insureds in connection with its general
supervision of such operations. The insurance afforded said additional
insured(s) shall apply as primary insurance and no other insurance
maintained by the City of Newport Beach shall be called upon to contribute with
insurance provided by this policy.
2. The policy includes the following provision:
"The insurance afforded by the policy applies separately to
each insured against whom claim is made or suit is
brought, except with respect to the limits of liability of the
company affording coverage.
3. The insurance afforded by the policy for Contractual Liability Insurance (subject
to the terms, conditions and exclusions applicable to such insurance) includes
liability assumed by the named insured under the indemnification or hold
harmless provision contained in the written contract designated below,
between the named insured and the City of Newport Beach.
4. With respect to such insurance as is afforded by this policy, the exclusions, if
any, pertaining to the explosion hazard, collapse hazard and underground
property hazard (commonly referred to as "XCU" hazards) are deleted.
5. The limits of liability under this endorsement for the additional insured(s)
named in Paragraph 1 of this endorsement shall be the limits indicated below
written on an "Occurrence" basis:
( ) Commercial ( ) Comprehensive
General Liability $ 2,000,000 each occurrence
$ 2,000,000 aggregate
The applicable limit of Contractual Liability for the company affording coverage
shall be reduced by any amount paid as damages under this endorsement in
behalf of the additional insured(s).
5/97
i
Page 11A
The limits of liability as stated in this endorsement shall not increase the total
liability of the company affording coverage for all damages as the result of any
one occurrence in excess of the limits of liability stated in the policy as
applicable to General Liability Insurance.
6. Should the policy be non - renewed, canceled or coverage reduced before the
expiration date thereof, the Issuing Company shall provide 30 days' advance
notice to the City of Newport Beach by registered mail, Attention: Public Works
Department.
24 -INCH WATER TRANSMISSION MAIN REPLACEMENT
7. Designated Contract: IN WEST COAST HIGHWAY AT NEWPORT BLVD., C -315
Project Title and Contract No.
This endorsement is effective 8/25/97 at 12:01 a.m. and forms a part of Policy
No. CLS5277861 of SCOTTSDALE INSURANCE
(Company Affording Coverage).
MARK TRAUTWEIN
Insured: DBA: TRAUTWEIN CONSTRUCTION Endorsement No.:
ISSUING COMPANY
SCOTTSDALE INSURANCE
By:
Authorized Representative
5/97
0
Page 12
AUTOMOBILE LIABILITY INSURANCE ENDORSEMENT
It is agreed that:
1. With respect to such insurance as is afforded by the policy for Automobile
Liability, the City of Newport Beach, its officers and employees are additional
insureds, but only with respect to liability for damages arising out of the
ownership, maintenance or use of automobiles (or autos) used by or on behalf
of the named insured in connection with the Contract designated below. The
insurance extended by this endorsement to said additional insured does not
apply to bodily injury or property damage arising out of automobiles (1) owned
by or registered in the name of an additional insured, or (2) leased or rented by
an additional insured, or (3) operated by an additional insured. The insurance
afforded said additional insured(s) shall apply as primary insurance and no
other insurance maintained by the City of Newport Beach shall be called upon
to contribute with insurance provided by this policy.
2. The policy includes the following provision:
"The insurance afforded by the policy applies separately to
each insured who is seeking coverage or against whom a
claim is made or suit is brought, except with respect to the
limits of liability of the company affording coverage."
3. The limits of liability under this endorsement for the additional insureds named
in Paragraph 1 of this endorsement shall be the limits indicated below for
either Multiple Limits or Single Limit:
5/9'1
( ) Multiple limits
Bodily Injury Liability
Bodily Injury Liability
Property Damage Liability
( ) Combined Single Limit
Bodily Injury Liability &
Property Damage Liability
$ 1,000,000 per person
$ 1,000,000 per accident
$ 1,000,000
$ 1,000,000
The limits of liability as stated in this endorsement shall not increase the total
liability of the company affording coverage for all damages as the result of any
one accident or occurrence in excess of the limits of liability stated in the policy
as applicable to Automobile Liability Insurance.
0
Page 12A
4. Should the policy be non - renewed, canceled or coverage reduced before the
expiration date thereof, the Issuing Company shall provide 30 days' advance
notice to the City of Newport Beach by registered mail, Attention: Public Works
Department.
24 -INCH WATER TRANSMISSION MAIN REPLACEMENT
5. Designated Contract: IN WEST COAST HIGHWAY AT NEWPORT BLVD., C -3150
Project Title and Contract No.
This endorsement is effective 8/25/97 at 12:01 a.m. and forms a part of Policy
No. 07825093 of TRANSPORTATION INSURANCE COMPANY (Company Affording Coverage).
MARK TRAUTWEIN
Insured: DBA: TRAUTWEIN CONSTRUCTION Endorsement No.:
ISSUING COMPANY
TRANSPORTATION INSURANCE COMPANY
� c
By:
Authorized Representative
5/97
CONTRACT
0
Page 13
THIS AGREEMENT, entered into this 11 day of August, 1997, by and between
the CITY OF NEWPORT BEACH, hereinafter "City," and TRAUTWEIN CONSTRUCTION
hereinafter "Contractor," is made with reference to the following facts:
A WHEREAS, City has advertised for bids for the following described public
work:
241NCH WATER TRANSMISSION MAIN REPLACEMENT
IN WEST COAST HIGHWAY AT NEWPORT BLVD. ( "Proje
Project Description Contract No.
B. WHEREAS, Contractor has been determined by City to be the lowest
responsible bidder and Contractor's bid, and the compensation set forth
in this Contract, is based upon Contractor's careful examination of all
Contract documents, plans and specifications.
NOW, THEREFORE, City and Contractor agree as follows:
1. CONTRACT DOCUMENTS The complete Contract for the Project
includes all of the following documents: Notice Inviting Bids, Instructions
to Bidders, Proposal, Bidder's Bond, Non - Collusion Affidavit, Faithful
Performance Bond, Labor and Materials Payment Bond, Permits,
General Conditions, Standard Plans and Standard Special Provisions,
Plans and Special Provisions for Contract No. C -3150, Standard
Specifications for Public Works Construction (current edition) and all
supplements and this Agreement, and all modifications and
amendments thereto (collectively the "Contract Documents "). The
Contract Documents comprise the sole agreement between the parties
as to the subject matter therein. Any representations or agreements not
specifically contained in the Contract Documents are null and void. Any
amendments must be made in writing, and signed by both parties in the
manner specified in the Contract Documents.
2. SCOPE OF WORK Contractor shall perform everything required to be
performed, and shall provide and furnish all the labor, materials,
necessary tools, expendable equipment and all utility and transportation
services required for the Project:
All of the work to be performed and materials to be furnished shall be in
strict accordance with the provisions of the Contract Documents.
Contractor is required to perform all activities, at no extra cost to City
which are reasonably inferable from the Contract Documents as being
necessary to produce the intended results.
5/9]
0 0
Page 14
3. As full compensation for the performance and completion of the Project
as required by the Contract Documents, City shall pay to Contractor and
Contractor accepts as full payment the sum of
Nintythree Thousand Dollars ($ 93,0000 ).
This compensation includes:
(a) Any loss or damage arising from the nature of the work,
(b) Any loss or damage arising from any unforeseen difficulties or
obstructions in the performance of the work,
(c) Any expense incurred as a result of any suspension or
discontinuance of the work,
but excludes any loss resulting from earthquakes of a magnitude in
excess of 3.5 on the Richter Scale and tidal waves, and which loss or
expense occurs prior to acceptance of the work by City.
4. NOTICE OF CLAIMS Unless a shorter time is specified elsewhere in
this Contract, before making its final request for payment under the
Contract Documents, Contractor shall submit to City, in writing, all
claims for compensation under or arising out of this Contract.
Contractor's acceptance of the final payment shall constitute a waiver of
all claims for compensation under or arising out of this Contract except
those previously made in writing and identified by Contractor in writing
as unsettled at the time of its final request for payment.
5. WRITTEN NOTICE Any written notice required to be given under the
Contract Documents shall be performed by depositing the same in the
U.S. Mail, postage prepaid, directed to the address of Contractor and to
City, addressed as follows:
9 "1
City of Newport Beach
3300 Newport Boulevard
P. O. Box 1768
Newport Beach, CA 92658 -8915
Attention: Michael J. Sinacori, P.E.
CONTRACTOR:
Trautwein Construction
14046 Santa Ana Avenue
Fontana, CA 92337
Attention: Mark Trautwein
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6. LABOR CODE 3700 LIABILITY INSURANCE Contractor, by executing
this Contract, hereby certifies:
"I am aware of the provisions of Section 3700 of the Labor Code which
requires every employer to be insured against liability for Workers'
Compensation or undertake self- insurance in accordance with the
provisions of the Code, and I will comply with such provisions before
commencing the performance of the work of this Contract."
7. INSURANCE
Insurance is to be placed with insurers with a Best's rating of no less
than A:VII and insurers must be a California Admitted Insurance
Company.
Contractor shall furnish City with certificates of insurance and with
original endorsements effecting coverage required by this Agreement.
The certificates and endorsements for each insurance policy are to be
signed by a person authorized by that insurer to bind coverage on its
behalf, on forms provided by City. All certificates and endorsements are
to be received and approved by City before work commences. City
reserves the right to require complete, certified copies of all required
insurance policies, at any time.
Contractor shall procure and maintain for the duration of the contract
insurance against claims for injuries to persons or damages to property
which may arise from or in connection with the performance of the work
hereunder by Contractor, his agents, representatives, employees or
subcontractors. The cost of such insurance shall be included in
Contractor's bid.
A MINIMUM SCOPE OF INSURANCE
Coverage shall be at least as broad as:
1. Insurance Services Office Commercial General Liability
coverage "occurrence" form number CG 0001 (Edition
11/85) or Insurance Services Office form number GL 0002
(Edition 1/73) covering Comprehensive General Liability
and Insurance Services Office form number GL 0404
covering Broad Form Comprehensive General Liability.
2. Insurance Services Office Business Auto Coverage form
number CA 0001 0187 covering Automobile Liability, code
1 "any auto" and endorsement CA 0029 1288 Changes in
Business Auto and Truckers Coverage forms - Insured
Contract.
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3. Workers' Compensation insurance as required by the
Labor Code of the State of California and Employers
Liability insurance.
B. MINIMUM LIMITS OF INSURANCE
Coverage limits shall be no less than:
1. General Liability: $1,000,000 combined single limit per
occurrence for bodily injury, personal injury and property
damage. If Commercial Liability Insurance or other form
with a general aggregate limit is used, either the general
aggregate limit shall apply separately to this
project/location or the general aggregate limit shall be
twice the required occurrence limit.
2. Automobile Liability: $1,000,000 combined single limit per
accident for bodily injury and property damage.
3. Workers' Compensation and Employers Liability: Workers'
compensation limits as required by the Labor Code of the
State of California and Employers Liability.
C. DEDUCTIBLES AND SELF - INSURED RETENTI
Any deductibles or self- insured retentions must be declared to
and approved by City. At the option of City, either: the insurer shall
reduce or eliminate such deductibles or self- insured retentions
as respects City, its officers, officials, employees and volunteers;
or Contractor shall procure a bond guaranteeing payment of
losses and related investigations, claim administration and
defense expenses.
D. OTHER INSURANCE PROVISIONS
The policies are to contain, or be endorsed to contain, the
following provisions:
1. General Liability and Automobile Liability Coverages
a. City, its officers, officials, employees and volunteers
are to be covered as additional insureds as
respects: liability arising out of activities performed
by or on behalf of Contractor, including the insured's
general supervision of Contractor; products and
completed operations of Contractor; premises
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owned, occupied or used by Contractor; or
automobiles owned, leased, hired or borrowed by
Contractor. The coverage shall contain no special
limitations on the scope of protection afforded to City,
its officers, officials, employees or volunteers.
b. Contractor's insurance coverage shall be primary
insurance as respects City, its officers, officials,
employees and volunteers. Any insurance or self -
insurance maintained by City, its officers, officials,
employees and volunteers shall be excess of the
Contractor's insurance and shall not contribute with
it.
C. Any failure to comply with reporting provisions of the
policies shall not affect coverage provided to City, its
officers, officials, employees and volunteers.
d. Contractor's insurance shall apply separately to
each insured against whom claim is made or suit is
brought, except with respect to the limits of the
insurer's liability.
e. The insurance afforded by the policy for contractual
liability shall include liability assumed by contractor
under the indemnification /hold harmless provision
contained in this Agreement.
2. Workers' Compensation and Employers Liability Coverage
The insurer shall agree to waive all rights of subrogation
against City, its officers, officials, employees and
volunteers for losses arising from work performed by
Contractor for City.
3. All Coverages
Each insurance policy required by this clause shall be
endorsed to state that coverage shall not be suspended,
voided, canceled by either party, reduced in coverage or in
limits except after thirty (30) days' prior written notice by
certified mail, return receipt requested, has been given to
City.
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E. Acts of God: Pursuant to Public Contract Code Section 7105,
Contractor shall not be responsible for the repairing and restoring
damage to Work, when damage is determined to have been
proximately caused by an Act of God, in excess of five (5) percent
of the Contract amount provided that the Work damaged is built in
accordance with the plans and specifications.
F. Right to Stop Work for Non - Compliance: City shall have the right
to offer the Contractor to stop Work under this Agreement and /or
withhold any payment(s) which become due to Contractor
hereunder until Contractor demonstrates compliance with the
requirements of this article.
8. RESPONSIBILITY FOR DAMAGES OR INJURY
A City and all officers, employees and representatives thereof shall
not be responsible in any manner: for any loss or damages that
may happen to the Work or any part thereof; for any loss or
damage to any of the materials or other things used or employed
in performing the Work, for injury to or death of any person either
workers or the public; or for damage to property from any cause
arising from the construction of the work by Contractor, or its
subcontractors, or its workers, or anyone employed by it.
B. Contractor shall be responsible for any liability imposed by law
and for injuries to or death of any person or damage to property
resulting from defects, obstructions or from any cause arising
from Contractor's work on the Project.
C. Contractor shall indemnify, hold harmless, and defend City, its
officers and employees from and against (1) any and all loss,
damages, liability, claims, allegations of liability, suits, costs and
expenses for damages of any nature whatsoever, including, but
not limited to, bodily injury, death, personal injury, property
damages, or any other claims arising from any and all acts or
omissions of Contractor, its employees, agents or subcontractors
in the performance of services or work conducted or performed
pursuant to this Agreement; (2) use of improper materials in
construction of the Work; or, (3) any and all claims asserted by
Contractor's subcontractors or suppliers on the project, and shall
include reasonable attorneys' fees and all other costs incurred in
defending any such claim. Contractor shall not be required to
indemnify or defend City from the sole negligence or willful
misconduct of City, its officers or employees.
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D. To the extent authorized by law, as much of the money due
Contractor under and by virtue of the Contract as shall be
considered necessary by City may be retained by it until
disposition has been made of such suits or claims for damages
as aforesaid.
E. Nothing in this article, nor any other portion of the Contract
Documents shall be construed as authorizing any award of
attorneys' fees in any action to enforce the terms of this
Agreement.
F. The rights and obligations set forth in this Article shall survive the
termination of this Agreement
9. EFFECT OF CONTRACTOR'S EXECUTION Execution of this Agreement
and all other Contract Documents by Contractor is a representation that
Contractor has visited the Project Site, has become familiar with the
local conditions under which the work is to be performed, and has
correlated all relevant observations with the requirements of the Contract
Documents.
10. CONFLICT If there is a conflict between provisions of this Contract and
any other Contract Document, the provisions of this Contract shall
prevail.
11. WAIVER A waiver by City or any term, covenant, or condition in the
Contract Documents shall not be deemed to be a waiver of any
subsequent breach of the same or any other term, covenant or condition.
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IN WITNESS WHEREOF, the parties hereto have caused this contract to be
executed the day and year first written above.
ATTEST:
LaVonne Harkless
City Clerk
an
APPROVED AS TO FORM:
1 6ein lauson
Assistant City Attorney
5/97
CITY OF NEWPORT BEACH
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CONTRACTOR
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Title
CITY OF NEWPORT BEACH
OFFICE OF THE CITY CLERK
P.O. BOX 1768, NEWPORT BEACH, CA 92658 -8915
August 21, 1997
Vido Artukovich & Son, Inc.
11155 Rush Street
South El Monte, CA 91733
Gentlemen:
(714) 6443005
Thank you for your courtesy in submitting a bid for the 24" Water Transmission
Main Replacement project for the City of Newport Beach.
Enclosed is the Bid Bond which accompanied your proposal. Your cooperation
in working with us on this matter is greatly appreciated, and we hope that you
will accept future opportunities to bid on projects of a similar nature.
Sincerely,
LaVonne M. Harkless, CMC /AAE
City Clerk
Enclosure
3300 Newport Boulevard, Newport Beach
,
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E
CITY OF NEWPORT BEACH
OFFICE OF THE CITY CLERK
P.O. BOX 1768, NEWPORT BEACH, CA 92658 -8915
August 21,1997
Murray Co.
2919 East Victoria St.
Rancho Dominguez, CA 90221
Gentlemen:
(714) 6443005
Thank you for your courtesy in submitting a bid for the 24" Water Transmission
Main Replacement project for the City of Newport Beach.
Enclosed is the Bid Bond which accompanied your proposal. Your cooperation
in working with us on this matter is greatly appreciated, and we hope that you
will accept future opportunities to bid on projects of a similar nature.
Sincerely,
LaVonne M. Harkless, CMC /AAE
City Clerk
Enclosure
3300 Newport Boulevard, Newport Beach
L]
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CITY OF NEWPORT BEACH
OFFICE OF THE CITY CLERK
P.O. BOX 1768, NEWPORT BEACH, CA 92658 -8915
August 21, 1997
Calfon Construction, Inc.
P.O. Box 7
Rialto, CA 92377
Gentlemen:
(714) 644 -3005
Thank you for your courtesy in submitting a bid for the 24" Water Transmission
Main Replacement project for the City of Newport Beach.
Enclosed is the Bid Bond which accompanied your proposal. Your cooperation
in working with us on this matter is greatly appreciated, and we hope that you
will accept future opportunities to bid on projects of a similar nature.
Sincerely,
LaVonne M. Harkless, CMC /AAE
City Clerk
Enclosure
3300 Newport Boulevard, Newport Beach